Spannbeton: Bewährung im Brückenbau : Analyse von Bauwerksdaten, Schäden und Erhaltungskosten ; mit 59 Tabellen
Gespeichert in:
| Autor*in: |
König, Gert - 1934-2021 [verfasserIn] Maurer, Reinhard - 1956- |
|---|
| Format: |
Buch |
|---|---|
| Sprache: |
Deutsch |
| Erschienen: |
Berlin Heidelberg New York London Paris Tokyo: Springer ; 1986 |
|---|
| Schlagwörter: | |
|---|---|
| Schlagwörter: |
Concrete bridges, Design and construction |
| Systematik: |
|
|---|
| Anmerkung: |
Literaturverz. S. 320 - 323. - Mit 180 Abb. u. 59 Tab |
|---|---|
| Umfang: |
X, 328 S ; Ill., graph. Darst |
| Reihe: |
BMFT - Risiko- und Sicherheitsforschung |
|---|
| Links: | |
|---|---|
| ISBN: |
0-387-16980-6 3-540-16980-6 |
| Katalog-ID: |
017915414 |
|---|
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| 245 | 1 | 0 | |a Spannbeton: Bewährung im Brückenbau |b Analyse von Bauwerksdaten, Schäden und Erhaltungskosten ; mit 59 Tabellen |c G. König ; R. Maurer ; T. Zichner |
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Literaturverz. S. 320 - 323. - Mit 180 Abb. u. 59 Tab |
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87109804 86,N40,0363 dnb 87,A07,0765 dnb 860956326 DE-101 0387169806 0-387-16980-6 3540169806 3-540-16980-6 (DE-627)017915414 (DE-576)012620246 (DE-599)GBV017915414 (OCoLC)16226247 (OCoLC)230838839 (OCoLC)230838839 DE-627 ger DE-627 rakwb ger XA-DE TG355 624/.37 LOC 19 38 sdnb ZI 6682 rvk (DE-625)rvk/156525: ZI 7160 rvk (DE-625)rvk/156595: 56.12 bkl 56.23 bkl König, Gert 1934-2021 verfasserin (DE-588)105937673 (DE-627)474744620 (DE-576)289546591 aut Spannbeton: Bewährung im Brückenbau Analyse von Bauwerksdaten, Schäden und Erhaltungskosten ; mit 59 Tabellen G. König ; R. Maurer ; T. Zichner Berlin Heidelberg New York London Paris Tokyo Springer 1986 X, 328 S Ill., graph. Darst Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier BMFT - Risiko- und Sicherheitsforschung Literaturverz. S. 320 - 323. - Mit 180 Abb. u. 59 Tab DE-352 Vygen, Klaus / Duisburg / 2006 Archivierung/Langzeitarchivierung gewährleistet PEBW XA-DE-BW pdager DE-31 Concrete bridges Design and construction Prestressed concrete construction (DE-588)4055981-6 (DE-627)106156187 (DE-576)209116161 Spannbetonbrücke gnd (DE-588)4004927-9 (DE-627)106383647 (DE-576)208858415 Bauschaden gnd s (DE-588)4055981-6 (DE-627)106156187 (DE-576)209116161 Spannbetonbrücke gnd s (DE-588)4144997-6 (DE-627)105594148 (DE-576)209738197 Betonschaden gnd DE-101 s (DE-588)4055981-6 (DE-627)106156187 (DE-576)209116161 Spannbetonbrücke gnd s (DE-588)4059233-9 (DE-627)106144154 (DE-576)209130024 Technische Sicherheit gnd (DE-627) Maurer, Reinhard 1956- (DE-588)14350729X (DE-627)64626351X (DE-576)164254390 oth Zichner, Tilman oth König, Gerd oth http://d-nb.info/860956326/04 B:DE-101 application/pdf Inhaltsverzeichnis (DE-627)016556089 GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_22 ISIL_DE-18 GBV_ILN_23 ISIL_DE-830 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_91 ISIL_DE-HIL3 GBV_ILN_100 ISIL_DE-Ma9 GBV_ILN_105 ISIL_DE-841 GBV_ILN_122 ISIL_DE-897 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_183 GBV_ILN_183_b03806 GBV_ILN_213 ISIL_DE-551 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2007 ISIL_DE-352 GBV_ILN_2008 ISIL_DE-24 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-26 ISIL_DE-93-132 ISIL_DE-93-100 GBV_ILN_2018 ISIL_DE-31 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2116 ISIL_DE-949 GBV_ILN_2354 ISIL_DE-Ka74 mdedup Blocktest ZI 6682 Massivbrücken Technik Bauingenieurwesen Brückenbau Einzelne Brückentypen Massivbrücken (DE-627)1271522462 (DE-625)rvk/156525: (DE-576)201522462 ZI 7160 Spannbetonbau Technik Bauingenieurwesen Bauweisen Spannbetonbau (DE-627)1271354780 (DE-625)rvk/156595: (DE-576)201354780 56.12 Betonbau (DE-627)106410237 56.23 Brückenbau (DE-627)106410164 BO 045F 624/.37 20 01 0084 018142664 00 --%%-- 2656-7747 --%%-- --%%-- n 21-04-87 22 01 0018 081659881 00 SUB A 1987/4820 u --%%-- zu 28-12-87 23 01 0830 162087241 00 24 2448-5711 --%%-- --%%-- zu 28-12-87 23 50 0830 645897574 00 24 2477-6967 --%%-- --%%-- z 07-05-04 63 01 3401 221807578 00 F2 Ug 3500/2 d --%%-- 09 --%%-- 88 360 --%%-- --%%-- x 09-12-96 63 02 3401 221807586 00 Mag 88 360/2 u --%%-- x 15-07-03 70 01 0089 019882203 00 L bau 476.3 FJ 8093 --%%-- --%%-- n 04-03-87 70 02 0089 019882211 00 L bau 476.3 FJ 8093 a c --%%-- n 04-03-87 91 01 3091/9 218741421 00 Z BAU 4200/46 u --%%-- zz 02-05-99 91 03 3091/3 926471910 00 Ho BAU 4200/11 u --%%-- zh 29-11-23 100 01 3100 23224409X 00 Magazin 1987 a 1857:1 u --%%-- k 24-03-97 105 01 0841 424851830 00 Mag 1987 A 57 u --%%-- z 31-01-01 122 01 0897 791252833 00 --%%-- ing 171 BZ 8655 u --%%-- r 21-03-02 136 01 3526 341723088 00 --%%-- 1987 A 1462 u --%%-- zsm 02-06-99 183 01 3517 79132589X 00 H38 7429 i --%%-- zb03806 12-10-06 213 01 0551 312951825 00 --%%-- BW 738-3 u --%%-- k 27-04-01 370 01 4370 064224570 00 CN-Fh Fh 4019 u --%%-- zi001 28-12-87 2006 01 DE-14 3256014283 00 --%%-- 93 8 22218 --%%-- --%%-- l01 09-07-93 2006 02 DE-14 3256014291 00 --%%-- --%%-- --%%-- --%%-- l02 28-06-94 2007 01 DE-352 3256014356 00 --%%-- --%%-- --%%-- --%%-- l01 19-06-06 2008 01 DE-24 3256014410 00 --%%-- 36a/3125 --%%-- --%%-- l01 24-10-01 2014 01 DE-90 3256014488 00 --%%-- 86 A 4057 --%%-- --%%-- l01 17-03-87 2015 01 DE-93 3256014577 00 --%%-- 3K 4815 --%%-- --%%-- l01 28-03-94 2016 01 DE-93-26 3256014674 00 --%%-- B 40-10 p --%%-- Inv.Nr. 3526 / li l01 15-05-95 2016 02 DE-93-132 3256014690 00 --%%-- 3.4/34 p --%%-- Inv.Nr. 2121a l01 28-05-03 2016 03 DE-93-100 3256014704 00 --%%-- 8.8 Kön p --%%-- l01 16-03-09 2018 01 DE-31 3256014798 00 --%%-- 87 A 1518 --%%-- --%%-- 10.08.94/gä l01 10-08-94 2057 01 DE-L189 3256014860 00 --%%-- --%%-- --%%-- --%%-- l01 17-11-95 2116 01 DE-949 3256014941 00 --%%-- 624.012-141 --%%-- l l01 20-04-17 2354 01 DE-Ka74 3256015050 00 5.15 26051 --%%-- --%%-- l01 19-12-12 22 01 0018 00 (DE-627)051807491 Spannbetonbrücke 213 00 DE-551 00 Brückenbau 213 00 DE-551 01 Spannbeton 213 00 DE-551 02 Bauschäden 213 00 DE-551 03 Erhaltungskosten 20 00 DE-84 00 624.21:691.2/.3 20 00 DE-84 00 624.21:69.059.25 20 00 DE-84 00 624.012.46 22 01 0018 00 534.76 63 00 DE-Wim2 00 Ug 3500 63 00 DE-Wim2 01 Pg 4000 70 00 DE-89 00 bau 476.3 70 00 DE-89 01 bau 479 105 00 DE-841 00 WF 950 105 00 DE-841 01 WD 150 2014 01 DE-90 00 (DE-627)1288928572 Cd 6f 2014 01 DE-90 01 (DE-627)1288771363 zz7.1 2057 01 DE-L189 00 (DE-627)1297752716 DK 693.56 r-blau 2057 01 DE-L189 01 (DE-627)1295467623 DK 693.56.059 2057 01 DE-L189 02 (DE-627)1292791551 DK 624.21.012.46 2354 01 DE-Ka74 00 624.21 Bruecken 2354 01 DE-Ka74 01 624.012.46 Spannbeton 20 01 0084 84$026567747 22 01 0018 8741048206 00 23 01 0830 830$24485711 23 50 0830 830$24776967 63 01 3401 WIM2$001270559 00 63 02 3401 WIM2$00122588X 70 01 0089 89$100653596 00 70 02 0089 89$10065360X 00 91 01 3091/9 HIL3$0009479X 91 03 3091/3 HIL3/3$0317233 100 01 3100 MA9$004649419 00 105 01 0841 841$0001143948 122 01 0897 897$04280770 136 01 3526 WIS1$158250X 213 01 0551 551$1103652 370 01 4370 HC039689 91 01 3091/9 AB 902430 91 03 3091/3 Ho 090210 105 01 0841 1987 A 57 122 01 0897 50:BZ 8655 213 01 0551 92.802 70 00 DE-89 (2 St.) L=1.-2.St. |
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87109804 86,N40,0363 dnb 87,A07,0765 dnb 860956326 DE-101 0387169806 0-387-16980-6 3540169806 3-540-16980-6 (DE-627)017915414 (DE-576)012620246 (DE-599)GBV017915414 (OCoLC)16226247 (OCoLC)230838839 (OCoLC)230838839 DE-627 ger DE-627 rakwb ger XA-DE TG355 624/.37 LOC 19 38 sdnb ZI 6682 rvk (DE-625)rvk/156525: ZI 7160 rvk (DE-625)rvk/156595: 56.12 bkl 56.23 bkl König, Gert 1934-2021 verfasserin (DE-588)105937673 (DE-627)474744620 (DE-576)289546591 aut Spannbeton: Bewährung im Brückenbau Analyse von Bauwerksdaten, Schäden und Erhaltungskosten ; mit 59 Tabellen G. König ; R. Maurer ; T. Zichner Berlin Heidelberg New York London Paris Tokyo Springer 1986 X, 328 S Ill., graph. Darst Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier BMFT - Risiko- und Sicherheitsforschung Literaturverz. S. 320 - 323. - Mit 180 Abb. u. 59 Tab DE-352 Vygen, Klaus / Duisburg / 2006 Archivierung/Langzeitarchivierung gewährleistet PEBW XA-DE-BW pdager DE-31 Concrete bridges Design and construction Prestressed concrete construction (DE-588)4055981-6 (DE-627)106156187 (DE-576)209116161 Spannbetonbrücke gnd (DE-588)4004927-9 (DE-627)106383647 (DE-576)208858415 Bauschaden gnd s (DE-588)4055981-6 (DE-627)106156187 (DE-576)209116161 Spannbetonbrücke gnd s (DE-588)4144997-6 (DE-627)105594148 (DE-576)209738197 Betonschaden gnd DE-101 s (DE-588)4055981-6 (DE-627)106156187 (DE-576)209116161 Spannbetonbrücke gnd s (DE-588)4059233-9 (DE-627)106144154 (DE-576)209130024 Technische Sicherheit gnd (DE-627) Maurer, Reinhard 1956- (DE-588)14350729X (DE-627)64626351X (DE-576)164254390 oth Zichner, Tilman oth König, Gerd oth http://d-nb.info/860956326/04 B:DE-101 application/pdf Inhaltsverzeichnis (DE-627)016556089 GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_22 ISIL_DE-18 GBV_ILN_23 ISIL_DE-830 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_91 ISIL_DE-HIL3 GBV_ILN_100 ISIL_DE-Ma9 GBV_ILN_105 ISIL_DE-841 GBV_ILN_122 ISIL_DE-897 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_183 GBV_ILN_183_b03806 GBV_ILN_213 ISIL_DE-551 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2007 ISIL_DE-352 GBV_ILN_2008 ISIL_DE-24 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-26 ISIL_DE-93-132 ISIL_DE-93-100 GBV_ILN_2018 ISIL_DE-31 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2116 ISIL_DE-949 GBV_ILN_2354 ISIL_DE-Ka74 mdedup Blocktest ZI 6682 Massivbrücken Technik Bauingenieurwesen Brückenbau Einzelne Brückentypen Massivbrücken (DE-627)1271522462 (DE-625)rvk/156525: (DE-576)201522462 ZI 7160 Spannbetonbau Technik Bauingenieurwesen Bauweisen Spannbetonbau (DE-627)1271354780 (DE-625)rvk/156595: (DE-576)201354780 56.12 Betonbau (DE-627)106410237 56.23 Brückenbau (DE-627)106410164 BO 045F 624/.37 20 01 0084 018142664 00 --%%-- 2656-7747 --%%-- --%%-- n 21-04-87 22 01 0018 081659881 00 SUB A 1987/4820 u --%%-- zu 28-12-87 23 01 0830 162087241 00 24 2448-5711 --%%-- --%%-- zu 28-12-87 23 50 0830 645897574 00 24 2477-6967 --%%-- --%%-- z 07-05-04 63 01 3401 221807578 00 F2 Ug 3500/2 d --%%-- 09 --%%-- 88 360 --%%-- --%%-- x 09-12-96 63 02 3401 221807586 00 Mag 88 360/2 u --%%-- x 15-07-03 70 01 0089 019882203 00 L bau 476.3 FJ 8093 --%%-- --%%-- n 04-03-87 70 02 0089 019882211 00 L bau 476.3 FJ 8093 a c --%%-- n 04-03-87 91 01 3091/9 218741421 00 Z BAU 4200/46 u --%%-- zz 02-05-99 91 03 3091/3 926471910 00 Ho BAU 4200/11 u --%%-- zh 29-11-23 100 01 3100 23224409X 00 Magazin 1987 a 1857:1 u --%%-- k 24-03-97 105 01 0841 424851830 00 Mag 1987 A 57 u --%%-- z 31-01-01 122 01 0897 791252833 00 --%%-- ing 171 BZ 8655 u --%%-- r 21-03-02 136 01 3526 341723088 00 --%%-- 1987 A 1462 u --%%-- zsm 02-06-99 183 01 3517 79132589X 00 H38 7429 i --%%-- zb03806 12-10-06 213 01 0551 312951825 00 --%%-- BW 738-3 u --%%-- k 27-04-01 370 01 4370 064224570 00 CN-Fh Fh 4019 u --%%-- zi001 28-12-87 2006 01 DE-14 3256014283 00 --%%-- 93 8 22218 --%%-- --%%-- l01 09-07-93 2006 02 DE-14 3256014291 00 --%%-- --%%-- --%%-- --%%-- l02 28-06-94 2007 01 DE-352 3256014356 00 --%%-- --%%-- --%%-- --%%-- l01 19-06-06 2008 01 DE-24 3256014410 00 --%%-- 36a/3125 --%%-- --%%-- l01 24-10-01 2014 01 DE-90 3256014488 00 --%%-- 86 A 4057 --%%-- --%%-- l01 17-03-87 2015 01 DE-93 3256014577 00 --%%-- 3K 4815 --%%-- --%%-- l01 28-03-94 2016 01 DE-93-26 3256014674 00 --%%-- B 40-10 p --%%-- Inv.Nr. 3526 / li l01 15-05-95 2016 02 DE-93-132 3256014690 00 --%%-- 3.4/34 p --%%-- Inv.Nr. 2121a l01 28-05-03 2016 03 DE-93-100 3256014704 00 --%%-- 8.8 Kön p --%%-- l01 16-03-09 2018 01 DE-31 3256014798 00 --%%-- 87 A 1518 --%%-- --%%-- 10.08.94/gä l01 10-08-94 2057 01 DE-L189 3256014860 00 --%%-- --%%-- --%%-- --%%-- l01 17-11-95 2116 01 DE-949 3256014941 00 --%%-- 624.012-141 --%%-- l l01 20-04-17 2354 01 DE-Ka74 3256015050 00 5.15 26051 --%%-- --%%-- l01 19-12-12 22 01 0018 00 (DE-627)051807491 Spannbetonbrücke 213 00 DE-551 00 Brückenbau 213 00 DE-551 01 Spannbeton 213 00 DE-551 02 Bauschäden 213 00 DE-551 03 Erhaltungskosten 20 00 DE-84 00 624.21:691.2/.3 20 00 DE-84 00 624.21:69.059.25 20 00 DE-84 00 624.012.46 22 01 0018 00 534.76 63 00 DE-Wim2 00 Ug 3500 63 00 DE-Wim2 01 Pg 4000 70 00 DE-89 00 bau 476.3 70 00 DE-89 01 bau 479 105 00 DE-841 00 WF 950 105 00 DE-841 01 WD 150 2014 01 DE-90 00 (DE-627)1288928572 Cd 6f 2014 01 DE-90 01 (DE-627)1288771363 zz7.1 2057 01 DE-L189 00 (DE-627)1297752716 DK 693.56 r-blau 2057 01 DE-L189 01 (DE-627)1295467623 DK 693.56.059 2057 01 DE-L189 02 (DE-627)1292791551 DK 624.21.012.46 2354 01 DE-Ka74 00 624.21 Bruecken 2354 01 DE-Ka74 01 624.012.46 Spannbeton 20 01 0084 84$026567747 22 01 0018 8741048206 00 23 01 0830 830$24485711 23 50 0830 830$24776967 63 01 3401 WIM2$001270559 00 63 02 3401 WIM2$00122588X 70 01 0089 89$100653596 00 70 02 0089 89$10065360X 00 91 01 3091/9 HIL3$0009479X 91 03 3091/3 HIL3/3$0317233 100 01 3100 MA9$004649419 00 105 01 0841 841$0001143948 122 01 0897 897$04280770 136 01 3526 WIS1$158250X 213 01 0551 551$1103652 370 01 4370 HC039689 91 01 3091/9 AB 902430 91 03 3091/3 Ho 090210 105 01 0841 1987 A 57 122 01 0897 50:BZ 8655 213 01 0551 92.802 70 00 DE-89 (2 St.) L=1.-2.St. |
| allfieldsSound |
87109804 86,N40,0363 dnb 87,A07,0765 dnb 860956326 DE-101 0387169806 0-387-16980-6 3540169806 3-540-16980-6 (DE-627)017915414 (DE-576)012620246 (DE-599)GBV017915414 (OCoLC)16226247 (OCoLC)230838839 (OCoLC)230838839 DE-627 ger DE-627 rakwb ger XA-DE TG355 624/.37 LOC 19 38 sdnb ZI 6682 rvk (DE-625)rvk/156525: ZI 7160 rvk (DE-625)rvk/156595: 56.12 bkl 56.23 bkl König, Gert 1934-2021 verfasserin (DE-588)105937673 (DE-627)474744620 (DE-576)289546591 aut Spannbeton: Bewährung im Brückenbau Analyse von Bauwerksdaten, Schäden und Erhaltungskosten ; mit 59 Tabellen G. König ; R. Maurer ; T. Zichner Berlin Heidelberg New York London Paris Tokyo Springer 1986 X, 328 S Ill., graph. Darst Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier BMFT - Risiko- und Sicherheitsforschung Literaturverz. S. 320 - 323. - Mit 180 Abb. u. 59 Tab DE-352 Vygen, Klaus / Duisburg / 2006 Archivierung/Langzeitarchivierung gewährleistet PEBW XA-DE-BW pdager DE-31 Concrete bridges Design and construction Prestressed concrete construction (DE-588)4055981-6 (DE-627)106156187 (DE-576)209116161 Spannbetonbrücke gnd (DE-588)4004927-9 (DE-627)106383647 (DE-576)208858415 Bauschaden gnd s (DE-588)4055981-6 (DE-627)106156187 (DE-576)209116161 Spannbetonbrücke gnd s (DE-588)4144997-6 (DE-627)105594148 (DE-576)209738197 Betonschaden gnd DE-101 s (DE-588)4055981-6 (DE-627)106156187 (DE-576)209116161 Spannbetonbrücke gnd s (DE-588)4059233-9 (DE-627)106144154 (DE-576)209130024 Technische Sicherheit gnd (DE-627) Maurer, Reinhard 1956- (DE-588)14350729X (DE-627)64626351X (DE-576)164254390 oth Zichner, Tilman oth König, Gerd oth http://d-nb.info/860956326/04 B:DE-101 application/pdf Inhaltsverzeichnis (DE-627)016556089 GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_22 ISIL_DE-18 GBV_ILN_23 ISIL_DE-830 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_91 ISIL_DE-HIL3 GBV_ILN_100 ISIL_DE-Ma9 GBV_ILN_105 ISIL_DE-841 GBV_ILN_122 ISIL_DE-897 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_183 GBV_ILN_183_b03806 GBV_ILN_213 ISIL_DE-551 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2007 ISIL_DE-352 GBV_ILN_2008 ISIL_DE-24 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-26 ISIL_DE-93-132 ISIL_DE-93-100 GBV_ILN_2018 ISIL_DE-31 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2116 ISIL_DE-949 GBV_ILN_2354 ISIL_DE-Ka74 mdedup Blocktest ZI 6682 Massivbrücken Technik Bauingenieurwesen Brückenbau Einzelne Brückentypen Massivbrücken (DE-627)1271522462 (DE-625)rvk/156525: (DE-576)201522462 ZI 7160 Spannbetonbau Technik Bauingenieurwesen Bauweisen Spannbetonbau (DE-627)1271354780 (DE-625)rvk/156595: (DE-576)201354780 56.12 Betonbau (DE-627)106410237 56.23 Brückenbau (DE-627)106410164 BO 045F 624/.37 20 01 0084 018142664 00 --%%-- 2656-7747 --%%-- --%%-- n 21-04-87 22 01 0018 081659881 00 SUB A 1987/4820 u --%%-- zu 28-12-87 23 01 0830 162087241 00 24 2448-5711 --%%-- --%%-- zu 28-12-87 23 50 0830 645897574 00 24 2477-6967 --%%-- --%%-- z 07-05-04 63 01 3401 221807578 00 F2 Ug 3500/2 d --%%-- 09 --%%-- 88 360 --%%-- --%%-- x 09-12-96 63 02 3401 221807586 00 Mag 88 360/2 u --%%-- x 15-07-03 70 01 0089 019882203 00 L bau 476.3 FJ 8093 --%%-- --%%-- n 04-03-87 70 02 0089 019882211 00 L bau 476.3 FJ 8093 a c --%%-- n 04-03-87 91 01 3091/9 218741421 00 Z BAU 4200/46 u --%%-- zz 02-05-99 91 03 3091/3 926471910 00 Ho BAU 4200/11 u --%%-- zh 29-11-23 100 01 3100 23224409X 00 Magazin 1987 a 1857:1 u --%%-- k 24-03-97 105 01 0841 424851830 00 Mag 1987 A 57 u --%%-- z 31-01-01 122 01 0897 791252833 00 --%%-- ing 171 BZ 8655 u --%%-- r 21-03-02 136 01 3526 341723088 00 --%%-- 1987 A 1462 u --%%-- zsm 02-06-99 183 01 3517 79132589X 00 H38 7429 i --%%-- zb03806 12-10-06 213 01 0551 312951825 00 --%%-- BW 738-3 u --%%-- k 27-04-01 370 01 4370 064224570 00 CN-Fh Fh 4019 u --%%-- zi001 28-12-87 2006 01 DE-14 3256014283 00 --%%-- 93 8 22218 --%%-- --%%-- l01 09-07-93 2006 02 DE-14 3256014291 00 --%%-- --%%-- --%%-- --%%-- l02 28-06-94 2007 01 DE-352 3256014356 00 --%%-- --%%-- --%%-- --%%-- l01 19-06-06 2008 01 DE-24 3256014410 00 --%%-- 36a/3125 --%%-- --%%-- l01 24-10-01 2014 01 DE-90 3256014488 00 --%%-- 86 A 4057 --%%-- --%%-- l01 17-03-87 2015 01 DE-93 3256014577 00 --%%-- 3K 4815 --%%-- --%%-- l01 28-03-94 2016 01 DE-93-26 3256014674 00 --%%-- B 40-10 p --%%-- Inv.Nr. 3526 / li l01 15-05-95 2016 02 DE-93-132 3256014690 00 --%%-- 3.4/34 p --%%-- Inv.Nr. 2121a l01 28-05-03 2016 03 DE-93-100 3256014704 00 --%%-- 8.8 Kön p --%%-- l01 16-03-09 2018 01 DE-31 3256014798 00 --%%-- 87 A 1518 --%%-- --%%-- 10.08.94/gä l01 10-08-94 2057 01 DE-L189 3256014860 00 --%%-- --%%-- --%%-- --%%-- l01 17-11-95 2116 01 DE-949 3256014941 00 --%%-- 624.012-141 --%%-- l l01 20-04-17 2354 01 DE-Ka74 3256015050 00 5.15 26051 --%%-- --%%-- l01 19-12-12 22 01 0018 00 (DE-627)051807491 Spannbetonbrücke 213 00 DE-551 00 Brückenbau 213 00 DE-551 01 Spannbeton 213 00 DE-551 02 Bauschäden 213 00 DE-551 03 Erhaltungskosten 20 00 DE-84 00 624.21:691.2/.3 20 00 DE-84 00 624.21:69.059.25 20 00 DE-84 00 624.012.46 22 01 0018 00 534.76 63 00 DE-Wim2 00 Ug 3500 63 00 DE-Wim2 01 Pg 4000 70 00 DE-89 00 bau 476.3 70 00 DE-89 01 bau 479 105 00 DE-841 00 WF 950 105 00 DE-841 01 WD 150 2014 01 DE-90 00 (DE-627)1288928572 Cd 6f 2014 01 DE-90 01 (DE-627)1288771363 zz7.1 2057 01 DE-L189 00 (DE-627)1297752716 DK 693.56 r-blau 2057 01 DE-L189 01 (DE-627)1295467623 DK 693.56.059 2057 01 DE-L189 02 (DE-627)1292791551 DK 624.21.012.46 2354 01 DE-Ka74 00 624.21 Bruecken 2354 01 DE-Ka74 01 624.012.46 Spannbeton 20 01 0084 84$026567747 22 01 0018 8741048206 00 23 01 0830 830$24485711 23 50 0830 830$24776967 63 01 3401 WIM2$001270559 00 63 02 3401 WIM2$00122588X 70 01 0089 89$100653596 00 70 02 0089 89$10065360X 00 91 01 3091/9 HIL3$0009479X 91 03 3091/3 HIL3/3$0317233 100 01 3100 MA9$004649419 00 105 01 0841 841$0001143948 122 01 0897 897$04280770 136 01 3526 WIS1$158250X 213 01 0551 551$1103652 370 01 4370 HC039689 91 01 3091/9 AB 902430 91 03 3091/3 Ho 090210 105 01 0841 1987 A 57 122 01 0897 50:BZ 8655 213 01 0551 92.802 70 00 DE-89 (2 St.) L=1.-2.St. |
| language |
German |
| format_phy_str_mv |
Book |
| bklname |
Betonbau Brückenbau |
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findex.gbv.de |
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König, Gert @@aut@@ Maurer, Reinhard @@oth@@ Zichner, Tilman @@oth@@ König, Gerd @@oth@@ |
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BMFT - Risiko- und Sicherheitsforschung |
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| author |
König, Gert 1934-2021 |
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König, Gert 1934-2021 misc TG355 ddc 624/.37 sdnb 38 rvk ZI 6682 rvk ZI 7160 bkl 56.12 bkl 56.23 misc Concrete bridges misc Prestressed concrete construction gnd Spannbetonbrücke gnd Bauschaden gnd Betonschaden gnd Technische Sicherheit 22 Spannbetonbrücke 213 Brückenbau 213 Spannbeton 213 Bauschäden 213 Erhaltungskosten Spannbeton: Bewährung im Brückenbau Analyse von Bauwerksdaten, Schäden und Erhaltungskosten ; mit 59 Tabellen |
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misc TG355 ddc 624/.37 sdnb 38 rvk ZI 6682 rvk ZI 7160 bkl 56.12 bkl 56.23 misc Concrete bridges misc Prestressed concrete construction gnd Spannbetonbrücke gnd Bauschaden gnd Betonschaden gnd Technische Sicherheit 22 Spannbetonbrücke 213 Brückenbau 213 Spannbeton 213 Bauschäden 213 Erhaltungskosten |
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misc TG355 ddc 624/.37 sdnb 38 rvk ZI 6682 rvk ZI 7160 bkl 56.12 bkl 56.23 misc Concrete bridges misc Prestressed concrete construction gnd Spannbetonbrücke gnd Bauschaden gnd Betonschaden gnd Technische Sicherheit 22 Spannbetonbrücke 213 Brückenbau 213 Spannbeton 213 Bauschäden 213 Erhaltungskosten |
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misc TG355 ddc 624/.37 sdnb 38 rvk ZI 6682 rvk ZI 7160 bkl 56.12 bkl 56.23 misc Concrete bridges misc Prestressed concrete construction gnd Spannbetonbrücke gnd Bauschaden gnd Betonschaden gnd Technische Sicherheit 22 Spannbetonbrücke 213 Brückenbau 213 Spannbeton 213 Bauschäden 213 Erhaltungskosten |
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620 - Engineering |
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0387169806 9780387169804 3540169806 9783540169802 |
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Spannbeton: Bewährung im Brückenbau Analyse von Bauwerksdaten, Schäden und Erhaltungskosten ; mit 59 Tabellen |
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König, Gert |
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X, 328 S Ill., graph. Darst |
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TG355 624/.37 LOC 19 38 sdnb ZI 6682 rvk (DE-625)rvk/156525 ZI 7160 rvk (DE-625)rvk/156595 56.12 bkl 56.23 bkl 20 00 DE-84 00 624.21:691.2/.3 20 00 DE-84 00 624.21:69.059.25 20 00 DE-84 00 624.012.46 22 01 0018 00 534.76 63 00 DE-Wim2 00 Ug 3500 63 00 DE-Wim2 01 Pg 4000 70 00 DE-89 00 bau 476.3 70 00 DE-89 01 bau 479 105 00 DE-841 00 WF 950 105 00 DE-841 01 WD 150 2014 01 DE-90 00 (DE-627)1288928572 Cd 6f 2014 01 DE-90 01 (DE-627)1288771363 zz7.1 2057 01 DE-L189 00 (DE-627)1297752716 DK 693.56 r-blau 2057 01 DE-L189 01 (DE-627)1295467623 DK 693.56.059 2057 01 DE-L189 02 (DE-627)1292791551 DK 624.21.012.46 2354 01 DE-Ka74 00 624.21 Bruecken 2354 01 DE-Ka74 01 624.012.46 Spannbeton |
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Spannbeton: Bewährung im Brückenbau |
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König, G. König, Gert Spannbeton / Brücke Spannbetonbrücken Spannbetonbau / Brücke Spannbetonbrücke Gebäude / Schaden Gebäudeschaden Bauschäden Bauschaden Betonbau / Bauschaden Beton / Bauschaden Betonschaden Technische Sicherheit Maurer, R. Maurer, Reinhard |
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König, G. König, Gert Spannbeton / Brücke Spannbetonbrücken Spannbetonbau / Brücke Spannbetonbrücke Gebäude / Schaden Gebäudeschaden Bauschäden Bauschaden Betonbau / Bauschaden Beton / Bauschaden Betonschaden Technische Sicherheit Maurer, R. Maurer, Reinhard |
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| up_date |
2024-07-11T11:54:10.577Z |
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tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2015</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-93</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2016</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-93-26</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-93-132</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-93-100</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2018</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-31</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2057</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-L189</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2116</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-949</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">GBV_ILN_2354</subfield></datafield><datafield tag="912" ind1=" " ind2=" "><subfield code="a">ISIL_DE-Ka74</subfield></datafield><datafield tag="935" ind1=" " ind2=" "><subfield code="i">mdedup</subfield></datafield><datafield tag="935" ind1=" " ind2=" "><subfield code="i">Blocktest</subfield></datafield><datafield tag="936" ind1="r" ind2="v"><subfield code="a">ZI 6682</subfield><subfield code="b">Massivbrücken</subfield><subfield code="k">Technik</subfield><subfield code="k">Bauingenieurwesen</subfield><subfield code="k">Brückenbau</subfield><subfield code="k">Einzelne Brückentypen</subfield><subfield code="k">Massivbrücken</subfield><subfield code="0">(DE-627)1271522462</subfield><subfield code="0">(DE-625)rvk/156525:</subfield><subfield code="0">(DE-576)201522462</subfield></datafield><datafield tag="936" ind1="r" ind2="v"><subfield code="a">ZI 7160</subfield><subfield code="b">Spannbetonbau</subfield><subfield code="k">Technik</subfield><subfield code="k">Bauingenieurwesen</subfield><subfield code="k">Bauweisen</subfield><subfield code="k">Spannbetonbau</subfield><subfield code="0">(DE-627)1271354780</subfield><subfield code="0">(DE-625)rvk/156595:</subfield><subfield code="0">(DE-576)201354780</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">56.12</subfield><subfield code="j">Betonbau</subfield><subfield code="0">(DE-627)106410237</subfield></datafield><datafield tag="936" ind1="b" ind2="k"><subfield code="a">56.23</subfield><subfield code="j">Brückenbau</subfield><subfield code="0">(DE-627)106410164</subfield></datafield><datafield tag="951" ind1=" " ind2=" "><subfield code="a">BO</subfield></datafield><datafield tag="953" ind1=" " ind2=" "><subfield code="2">045F</subfield><subfield code="a">624/.37</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">20</subfield><subfield code="1">01</subfield><subfield code="x">0084</subfield><subfield code="b">018142664</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">2656-7747</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">n</subfield><subfield code="z">21-04-87</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">22</subfield><subfield code="1">01</subfield><subfield code="x">0018</subfield><subfield code="b">081659881</subfield><subfield code="c">00</subfield><subfield code="f">SUB</subfield><subfield code="d">A 1987/4820</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zu</subfield><subfield code="z">28-12-87</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">23</subfield><subfield code="1">01</subfield><subfield code="x">0830</subfield><subfield code="b">162087241</subfield><subfield code="c">00</subfield><subfield code="f">24</subfield><subfield code="d">2448-5711</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">zu</subfield><subfield code="z">28-12-87</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">23</subfield><subfield code="1">50</subfield><subfield code="x">0830</subfield><subfield code="b">645897574</subfield><subfield code="c">00</subfield><subfield code="f">24</subfield><subfield code="d">2477-6967</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">07-05-04</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">63</subfield><subfield code="1">01</subfield><subfield code="x">3401</subfield><subfield code="b">221807578</subfield><subfield code="c">00</subfield><subfield code="f">F2</subfield><subfield code="d">Ug 3500/2</subfield><subfield code="e">d</subfield><subfield code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">88 360</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">x</subfield><subfield code="z">09-12-96</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">63</subfield><subfield code="1">02</subfield><subfield code="x">3401</subfield><subfield code="b">221807586</subfield><subfield code="c">00</subfield><subfield code="f">Mag</subfield><subfield code="d">88 360/2</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">x</subfield><subfield code="z">15-07-03</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">70</subfield><subfield code="1">01</subfield><subfield code="x">0089</subfield><subfield code="b">019882203</subfield><subfield code="c">00</subfield><subfield code="f">L bau 476.3</subfield><subfield code="d">FJ 8093</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">n</subfield><subfield code="z">04-03-87</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">70</subfield><subfield code="1">02</subfield><subfield code="x">0089</subfield><subfield code="b">019882211</subfield><subfield code="c">00</subfield><subfield code="f">L bau 476.3</subfield><subfield code="d">FJ 8093 a</subfield><subfield code="e">c</subfield><subfield code="j">--%%--</subfield><subfield code="y">n</subfield><subfield code="z">04-03-87</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">91</subfield><subfield code="1">01</subfield><subfield code="x">3091/9</subfield><subfield code="b">218741421</subfield><subfield code="c">00</subfield><subfield code="f">Z</subfield><subfield code="d">BAU 4200/46</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zz</subfield><subfield code="z">02-05-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">91</subfield><subfield code="1">03</subfield><subfield code="x">3091/3</subfield><subfield code="b">926471910</subfield><subfield code="c">00</subfield><subfield code="f">Ho</subfield><subfield code="d">BAU 4200/11</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zh</subfield><subfield code="z">29-11-23</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">100</subfield><subfield code="1">01</subfield><subfield code="x">3100</subfield><subfield code="b">23224409X</subfield><subfield code="c">00</subfield><subfield code="f">Magazin</subfield><subfield code="d">1987 a 1857:1</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">24-03-97</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">105</subfield><subfield code="1">01</subfield><subfield code="x">0841</subfield><subfield code="b">424851830</subfield><subfield code="c">00</subfield><subfield code="f">Mag</subfield><subfield code="d">1987 A 57</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">31-01-01</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">122</subfield><subfield code="1">01</subfield><subfield code="x">0897</subfield><subfield code="b">791252833</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">ing 171 BZ 8655</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">r</subfield><subfield code="z">21-03-02</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">01</subfield><subfield code="x">3526</subfield><subfield code="b">341723088</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">1987 A 1462</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zsm</subfield><subfield code="z">02-06-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">183</subfield><subfield code="1">01</subfield><subfield code="x">3517</subfield><subfield code="b">79132589X</subfield><subfield code="c">00</subfield><subfield code="f">H38</subfield><subfield code="d">7429</subfield><subfield code="e">i</subfield><subfield code="j">--%%--</subfield><subfield code="y">zb03806</subfield><subfield code="z">12-10-06</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">213</subfield><subfield code="1">01</subfield><subfield code="x">0551</subfield><subfield code="b">312951825</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">BW 738-3</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">27-04-01</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="b">064224570</subfield><subfield code="c">00</subfield><subfield code="f">CN-Fh</subfield><subfield code="d">Fh 4019</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zi001</subfield><subfield code="z">28-12-87</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2006</subfield><subfield code="1">01</subfield><subfield code="x">DE-14</subfield><subfield code="b">3256014283</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">93 8 22218</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">09-07-93</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2006</subfield><subfield code="1">02</subfield><subfield code="x">DE-14</subfield><subfield code="b">3256014291</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l02</subfield><subfield code="z">28-06-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2007</subfield><subfield code="1">01</subfield><subfield code="x">DE-352</subfield><subfield code="b">3256014356</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">19-06-06</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2008</subfield><subfield code="1">01</subfield><subfield code="x">DE-24</subfield><subfield code="b">3256014410</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">36a/3125</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">24-10-01</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2014</subfield><subfield code="1">01</subfield><subfield code="x">DE-90</subfield><subfield code="b">3256014488</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">86 A 4057</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">17-03-87</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2015</subfield><subfield code="1">01</subfield><subfield code="x">DE-93</subfield><subfield code="b">3256014577</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">3K 4815</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">28-03-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">01</subfield><subfield code="x">DE-93-26</subfield><subfield code="b">3256014674</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">B 40-10</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="k">Inv.Nr. 3526 / li</subfield><subfield code="y">l01</subfield><subfield code="z">15-05-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">02</subfield><subfield code="x">DE-93-132</subfield><subfield code="b">3256014690</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">3.4/34</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="k">Inv.Nr. 2121a</subfield><subfield code="y">l01</subfield><subfield code="z">28-05-03</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">03</subfield><subfield code="x">DE-93-100</subfield><subfield code="b">3256014704</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">8.8 Kön</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">16-03-09</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2018</subfield><subfield code="1">01</subfield><subfield code="x">DE-31</subfield><subfield code="b">3256014798</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">87 A 1518</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="k">10.08.94/gä</subfield><subfield code="y">l01</subfield><subfield code="z">10-08-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2057</subfield><subfield code="1">01</subfield><subfield code="x">DE-L189</subfield><subfield code="b">3256014860</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">17-11-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2116</subfield><subfield code="1">01</subfield><subfield code="x">DE-949</subfield><subfield code="b">3256014941</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield 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Inhaltsverzeichnis Teil I Schäden an Spannbetonbrücken … Einleitung … Schäden an Spannbetonbrücken und ihre Ursachen … Begriffserläuterungen Schäden infolge verzögert gewonnener Erfahrung Schäden infolge von Fehlern im Konstruktionsbereich Schäden während der Bauzustände (Bauunfälle) Ausführungsmängel Schäden in der Nutzungsphase, insbesondere Verschleißschäden … Einflüsse aus Ausschreibung und Vergabe … Einige dem Spannbetonbrückenbau angelastete spektakuläre Schadensfälle … Vorbemerkungen Der Teileinsturz der Berliner Kongreßhalle Das Bauwerk SP … Umgehung Wilgartswiesen Das Kreuzungsbauwerk in Berlin-Schmargendorf Die Hochstraße Prinzenallee im Heerdter Dreieck Düsseldorf … Eine Untersuchung zum tatsächlichen Ausmaß der Schäden an Spannbetonbrücken Teil II … Computerunterstützte Erfassung und Überwachung des Brückenbestands … Bauwerksüberwachung gemäß DIN 1076 und Verwertung dabei anfallender Daten … Erfassung der Bauwerksdaten … Allgemeines Inhalt des Bauwerksbuchs Erstellen eines Bauwerksbuchs Beispiel zur Erstellung eines Bauwerksbuchs … Arbeiten mit den Bauwerksdaten … Inhaltsverzeichnis VIII … Erfassung der Schadensdaten … Zweck der Erfassung von Schadensdaten … Beispiele von Schadensfällen … Subjektive Einflüsse bei der Erfassung der Schadensdaten … Erstellen eines EDV-mäßigen Schadensprotokolls … Verfahren zur Erfassung einzelner Schadensfälle … Aufbau des Erfassungssystems … Inhalt des Schadensprotokolls … Beispiel … Verfahren zur globalen Erfassung von Schäden a n einzelnen Bauwerkskomponenten … Klassifizierung von Schadensfällen … Bestehende Klassifizierungsverfahren … Entwickeltes Klassifizierungsverfahren … Z u m Aufbau des Verfahrens … Ermittlung der Schadensklasse … Beispiele … Untersuchung von Beziehungen zwischen Bauwerks- und Schadensdaten Teil III … Auswertung der Bauwerks- und Schadensdaten von … großen Talbrücken bzw. Flußbrücken in Spannbetonbauweise … Brückenbestand und untersuchte Bauwerke … Entwicklung des Massivbrückenbaus … Die untersuchten Fluß- u n d Talbrücken … Aussagekraft der Auswertungen … Auswertung der Bauwerksdaten … Bauverfahren … Baustoffe … Vorbemerkungen … Beton … Betonstahl … Spannstahl … Herstellungskosten … Auftragnehmer … Schlankheiten der Überbauten … Querschnittsform … Lager … Abdichtungen … Auswertung der Riß- und Schadensdaten … Vorbemerkungen … Risse im Beton … Bedeutung der Risse … Inhaltsverzeichnis … Anlaß der Diskussion … Ursachen der Rißbildung … Einfluß von Rissen im Beton a u f die Korrosion der Stahleinlagen … Spannstahlermüdung im Rißbereich … Wertung, Zusammenfassung … Auswertung der Risse der … Spannbetonüberbauten … Vorbemerkungen … Gerissene Koppelfugenbereiche … Risse außerhalb der Koppelfugenbereiche … Nester u n d Fehlstellen im Beton … Freiliegende Bewehrung … Unzureichend verpreßte Spannglieder … Durchfeuchtungen … Kappen … Lager … Übergangskonstruktionen … Schäden a n Pfeilern u n d Widerlagern Teil IV … Risikoorientierte Aussagen … Risiko und Fortschritt … Risiken beim menschlichen Handeln … Risiken im Brückenbau … Zur Tragwerkssicherheit der Spannbetonbrückeii … Das Sicherheitskonzept als Maßnahme zur Vermeidung technischer Risiken … Allgemeine Maßnahmen … Besondere zusätzliche Maßnahmen bei Brücken … Einfluß des Tragwerkskonzepts u n d der konstruktiven Einzelheiten a u f die Bauwerkssicherheit … Einfluß des Tragwerkskonzepts - zwei Schadensfälle … Einfluß der Komponenten … Ausfallszenarien: Vergleich Einfeldtragwerke Durchlaufträger … Schlußfolgerungen, Wertung … Der Finanzbedarf zur Erhaltung der Brückenbauwerke … IX Vorbemerkungen Kosten für die Prüfung der Straßenbrücken Angaben zum Finanzbedarf in Veröffentlichungen Erhebung der tatsächlich aufgewendeten finanziellen Mittel für die Erhaltung der Brücken im Zuge von Bundesfernstraßen durch das Bundesverkehrsministerium … Inhaltsverzeichnis X … Instandsetzungskosten einzelner Spannbetonbrücken … Talbrücken im Zuge der Sauerlandlinie (Hessen) … Brücken des Landes Rheinland-Pfalz … Bewertung … Kostenmodelle zur Ermittlung des zukünftigen Finanzbedarfs für die Erhaltung von Spannbetonbrücken … Vorbemerkungen … Kostenmodell nach Wittke … Verfahren zur Abschätzung der Instandsetzungskosten einzelner Spannbetonbrücken nach v. Drachenfels … Ermittlung des Finanzbedarfs durch eine Bund/LänderArbeitsgruppe der Straßenbauverwaltung … Ermittlung des Finanzbedarfs für die Erhaltung des Brückenbestandes a u f der Grundlage von Strategie modellverfahren … Prinzipielle Vorgehensweise … Modell des Bund/Länder-Fachausschusses Brücken- u n d Ingenieurbau … Modell nach Schmuck/Löffler … Modellansatz aufgrund eigener Untersuchungen … Vergleich der verschiedenen Modellansätze anhand des Brückenbestandes des Landes Hessen im Zuge von Bundesfernstraßen … Bewertung … Modell zur Abschätzung des individuellen Finanzbedarfs einzelner Bauwerke … Ausblick … Erfassung der Kosten für die Bauwerkserhaltung … Verfahren zur Berechnung des Finanzbedarfs … Zusammenfassung und abschließende Beurteilung … Anhang Credibility-Formeln, risikotheoretische Ansätze zur Schadensprognose (Prof. Dr. rer. nat. J. Lehn, Dip.-Math. S. Rettig) A.l A. … A. … A. … A. … A. … Einleitung Credibility-Formeln vom Typ gewichteter Mittel Modellannahmen zur Auswahl der Gewichte Berechnung der Gewichte bei Normalverteilungsannahmen … Ein Zahlenbeispiel Anwendbarkeit der Methode zur Prognose der Erhaltungskosten bei Bauwerken … Literaturverzeichnis … Sachverzeichnis … |
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code="1">01</subfield><subfield code="x">0830</subfield><subfield code="b">162087241</subfield><subfield code="c">00</subfield><subfield code="f">24</subfield><subfield code="d">2448-5711</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">zu</subfield><subfield code="z">28-12-87</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">23</subfield><subfield code="1">50</subfield><subfield code="x">0830</subfield><subfield code="b">645897574</subfield><subfield code="c">00</subfield><subfield code="f">24</subfield><subfield code="d">2477-6967</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">07-05-04</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">63</subfield><subfield code="1">01</subfield><subfield code="x">3401</subfield><subfield code="b">221807578</subfield><subfield code="c">00</subfield><subfield code="f">F2</subfield><subfield code="d">Ug 3500/2</subfield><subfield code="e">d</subfield><subfield code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">88 360</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">x</subfield><subfield code="z">09-12-96</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">63</subfield><subfield code="1">02</subfield><subfield code="x">3401</subfield><subfield code="b">221807586</subfield><subfield code="c">00</subfield><subfield code="f">Mag</subfield><subfield code="d">88 360/2</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">x</subfield><subfield code="z">15-07-03</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">70</subfield><subfield code="1">01</subfield><subfield code="x">0089</subfield><subfield code="b">019882203</subfield><subfield code="c">00</subfield><subfield code="f">L bau 476.3</subfield><subfield code="d">FJ 8093</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">n</subfield><subfield code="z">04-03-87</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">70</subfield><subfield code="1">02</subfield><subfield code="x">0089</subfield><subfield code="b">019882211</subfield><subfield code="c">00</subfield><subfield code="f">L bau 476.3</subfield><subfield code="d">FJ 8093 a</subfield><subfield code="e">c</subfield><subfield code="j">--%%--</subfield><subfield code="y">n</subfield><subfield code="z">04-03-87</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">91</subfield><subfield code="1">01</subfield><subfield code="x">3091/9</subfield><subfield code="b">218741421</subfield><subfield code="c">00</subfield><subfield code="f">Z</subfield><subfield code="d">BAU 4200/46</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zz</subfield><subfield code="z">02-05-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">91</subfield><subfield code="1">03</subfield><subfield code="x">3091/3</subfield><subfield code="b">926471910</subfield><subfield code="c">00</subfield><subfield code="f">Ho</subfield><subfield code="d">BAU 4200/11</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zh</subfield><subfield code="z">29-11-23</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">100</subfield><subfield code="1">01</subfield><subfield code="x">3100</subfield><subfield code="b">23224409X</subfield><subfield code="c">00</subfield><subfield code="f">Magazin</subfield><subfield code="d">1987 a 1857:1</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">24-03-97</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">105</subfield><subfield code="1">01</subfield><subfield code="x">0841</subfield><subfield code="b">424851830</subfield><subfield code="c">00</subfield><subfield code="f">Mag</subfield><subfield code="d">1987 A 57</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">31-01-01</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">122</subfield><subfield code="1">01</subfield><subfield code="x">0897</subfield><subfield code="b">791252833</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">ing 171 BZ 8655</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">r</subfield><subfield code="z">21-03-02</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">01</subfield><subfield code="x">3526</subfield><subfield code="b">341723088</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">1987 A 1462</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zsm</subfield><subfield code="z">02-06-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">183</subfield><subfield code="1">01</subfield><subfield code="x">3517</subfield><subfield code="b">79132589X</subfield><subfield code="c">00</subfield><subfield code="f">H38</subfield><subfield code="d">7429</subfield><subfield code="e">i</subfield><subfield code="j">--%%--</subfield><subfield code="y">zb03806</subfield><subfield code="z">12-10-06</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">213</subfield><subfield code="1">01</subfield><subfield code="x">0551</subfield><subfield code="b">312951825</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">BW 738-3</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">27-04-01</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">370</subfield><subfield code="1">01</subfield><subfield code="x">4370</subfield><subfield code="b">064224570</subfield><subfield code="c">00</subfield><subfield code="f">CN-Fh</subfield><subfield code="d">Fh 4019</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zi001</subfield><subfield code="z">28-12-87</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2006</subfield><subfield code="1">01</subfield><subfield code="x">DE-14</subfield><subfield code="b">3256014283</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">93 8 22218</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">09-07-93</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2006</subfield><subfield code="1">02</subfield><subfield code="x">DE-14</subfield><subfield code="b">3256014291</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l02</subfield><subfield code="z">28-06-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2007</subfield><subfield code="1">01</subfield><subfield code="x">DE-352</subfield><subfield code="b">3256014356</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">19-06-06</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2008</subfield><subfield code="1">01</subfield><subfield code="x">DE-24</subfield><subfield code="b">3256014410</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">36a/3125</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">24-10-01</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2014</subfield><subfield code="1">01</subfield><subfield code="x">DE-90</subfield><subfield code="b">3256014488</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">86 A 4057</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">17-03-87</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2015</subfield><subfield code="1">01</subfield><subfield code="x">DE-93</subfield><subfield code="b">3256014577</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">3K 4815</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">28-03-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">01</subfield><subfield code="x">DE-93-26</subfield><subfield code="b">3256014674</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">B 40-10</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="k">Inv.Nr. 3526 / li</subfield><subfield code="y">l01</subfield><subfield code="z">15-05-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">02</subfield><subfield code="x">DE-93-132</subfield><subfield code="b">3256014690</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">3.4/34</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="k">Inv.Nr. 2121a</subfield><subfield code="y">l01</subfield><subfield code="z">28-05-03</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">03</subfield><subfield code="x">DE-93-100</subfield><subfield code="b">3256014704</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">8.8 Kön</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">16-03-09</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2018</subfield><subfield code="1">01</subfield><subfield code="x">DE-31</subfield><subfield code="b">3256014798</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">87 A 1518</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="k">10.08.94/gä</subfield><subfield code="y">l01</subfield><subfield code="z">10-08-94</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2057</subfield><subfield code="1">01</subfield><subfield code="x">DE-L189</subfield><subfield code="b">3256014860</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">--%%--</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">17-11-95</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2116</subfield><subfield code="1">01</subfield><subfield code="x">DE-949</subfield><subfield code="b">3256014941</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield 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| score |
7.16794 |