Trag- und Verformungsverhalten von Rahmenknoten
Gespeichert in:
| Autor*in: |
Kordina, Karl - 1919-2005 [verfasserIn] Teutsch, Manfred [verfasserIn] Wegener, Erhard [verfasserIn] |
|---|
| Format: |
Buch |
|---|---|
| Sprache: |
Deutsch |
| Erschienen: |
Berlin u.a.: Beuth ; 1998 |
|---|
| Schlagwörter: |
Stabwerk / Rahmenknoten / Betonstahl / Deformationsverhalten / Tragverhalten Stahlbetonbau / Rahmenecke / Bewehrung / Bemessung Rahmentragwerk / Rahmenknoten / Tragverhalten / Deformationsverhalten |
|---|
| Systematik: |
|
|---|
| Umfang: |
152, 12 S ; graph. Darst ; 30 cm |
|---|
| Reihe: |
Deutscher Ausschuss für Stahlbeton ; 486 |
|---|
| ISBN: |
3-410-65686-3 |
|---|
| Katalog-ID: |
250468603 |
|---|
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| 084 | |a ZI 7130 |2 rvk |0 (DE-625)rvk/156592: | ||
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| 100 | 1 | |a Kordina, Karl |d 1919-2005 |e verfasserin |0 (DE-588)118565419 |0 (DE-627)079361889 |0 (DE-576)161794203 |4 aut | |
| 245 | 1 | 0 | |a Trag- und Verformungsverhalten von Rahmenknoten |c von Karl Kordina; Manfred Teutsch; Erhard Wegener. [Deutscher Ausschuss für Stahlbeton, DAfStb, Fachbereich 07 des NABau im DIN, Deutsches Institut für Normung e.V.] |
| 264 | 1 | |a Berlin [u.a.] |b Beuth |c 1998 | |
| 300 | |a 152, 12 S |b graph. Darst |c 30 cm | ||
| 336 | |a Text |b txt |2 rdacontent | ||
| 337 | |a ohne Hilfsmittel zu benutzen |b n |2 rdamedia | ||
| 338 | |a Band |b nc |2 rdacarrier | ||
| 490 | 1 | |a Deutscher Ausschuss für Stahlbeton |v 486 | |
| 689 | 0 | 0 | |D s |0 (DE-588)4056702-3 |0 (DE-627)106154079 |0 (DE-576)20911858X |a Stabwerk |2 gnd |
| 689 | 0 | 1 | |D s |0 (DE-588)4130436-6 |0 (DE-627)105702552 |0 (DE-576)20961899X |a Rahmenknoten |2 gnd |
| 689 | 0 | 2 | |D s |0 (DE-588)4006326-4 |0 (DE-627)106377930 |0 (DE-576)208865144 |a Betonstahl |2 gnd |
| 689 | 0 | 3 | |D s |0 (DE-588)4148995-0 |0 (DE-627)104609095 |0 (DE-576)209769068 |a Deformationsverhalten |2 gnd |
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| 689 | 0 | |5 DE-101 | |
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| 689 | 1 | 2 | |D s |0 (DE-588)4006325-2 |0 (DE-627)106377949 |0 (DE-576)208865136 |a Bewehrung |2 gnd |
| 689 | 1 | 3 | |D s |0 (DE-588)4005461-5 |0 (DE-627)104263490 |0 (DE-576)208861009 |a Bemessung |2 gnd |
| 689 | 1 | |5 DE-101 | |
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| 689 | 2 | 3 | |D s |0 (DE-588)4148995-0 |0 (DE-627)104609095 |0 (DE-576)209769068 |a Deformationsverhalten |2 gnd |
| 689 | 2 | |5 (DE-627) | |
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| 700 | 1 | |a Wegener, Erhard |e verfasserin |4 aut | |
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| 912 | |a ISIL_DE-93-26 | ||
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k k kk m t mt e w ew |
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book:9783410656869:1998---- |
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1998 |
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56.12 |
| publishDate |
1998 |
| allfields |
98,A45,1025 dnb 954756177 DE-101 3410656863 (kart.) 3-410-65686-3 (DE-627)250468603 (DE-576)069629269 (DE-599)DNB954756177 (OCoLC)845146375 (OCoLC)247437368 (OCoLC)40944180 (DE-604)8122282507 DE-627 ger DE-627 rakwb ger XA-DE XA-AT XA-CH 38 sdnb ZI 3350 rvk (DE-625)rvk/156383: ZI 7130 rvk (DE-625)rvk/156592: 56.12 bkl Kordina, Karl 1919-2005 verfasserin (DE-588)118565419 (DE-627)079361889 (DE-576)161794203 aut Trag- und Verformungsverhalten von Rahmenknoten von Karl Kordina; Manfred Teutsch; Erhard Wegener. [Deutscher Ausschuss für Stahlbeton, DAfStb, Fachbereich 07 des NABau im DIN, Deutsches Institut für Normung e.V.] Berlin [u.a.] Beuth 1998 152, 12 S graph. Darst 30 cm Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Deutscher Ausschuss für Stahlbeton 486 s (DE-588)4056702-3 (DE-627)106154079 (DE-576)20911858X Stabwerk gnd s (DE-588)4130436-6 (DE-627)105702552 (DE-576)20961899X Rahmenknoten gnd s (DE-588)4006326-4 (DE-627)106377930 (DE-576)208865144 Betonstahl gnd s (DE-588)4148995-0 (DE-627)104609095 (DE-576)209769068 Deformationsverhalten gnd s (DE-588)4236763-3 (DE-627)104891831 (DE-576)210399546 Tragverhalten gnd DE-101 s (DE-588)4056842-8 (DE-627)106153528 (DE-576)209119217 Stahlbetonbau gnd s (DE-588)4130432-9 (DE-627)105702595 (DE-576)209618957 Rahmenecke gnd s (DE-588)4006325-2 (DE-627)106377949 (DE-576)208865136 Bewehrung gnd s (DE-588)4005461-5 (DE-627)104263490 (DE-576)208861009 Bemessung gnd DE-101 s (DE-588)4176886-3 (DE-627)105352896 (DE-576)209973714 Rahmentragwerk gnd s (DE-588)4130436-6 (DE-627)105702552 (DE-576)20961899X Rahmenknoten gnd s (DE-588)4236763-3 (DE-627)104891831 (DE-576)210399546 Tragverhalten gnd s (DE-588)4148995-0 (DE-627)104609095 (DE-576)209769068 Deformationsverhalten gnd (DE-627) Teutsch, Manfred verfasserin aut Wegener, Erhard verfasserin aut Deutscher Ausschuss für Stahlbeton Deutscher Ausschuss für Stahlbeton 486 48600 (DE-627)130127795 (DE-576)027056104 (DE-600)507400-9 0171-7197 ns (DE-627)293008868 GBV_ILN_11 ISIL_DE-1a SYSFLAG_1 GBV_KXP GBV_ILN_20 ISIL_DE-84 GBV_ILN_23 ISIL_DE-830 GBV_ILN_62 ISIL_DE-28 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_100 ISIL_DE-Ma9 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_164 ISIL_DE-916 GBV_ILN_213 ISIL_DE-551 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 GBV_ILN_2005 ISIL_DE-Sa16 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-26 ISIL_DE-93-100 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2059 ISIL_DE-Kon4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2112 ISIL_DE-1033 GBV_ILN_2116 ISIL_DE-949 GBV_ILN_2354 ISIL_DE-Ka74 mdedup Blocktest ZI 3350 Stabtragwerke, Rahmentragwerke Technik Bauingenieurwesen Baupraxis, Bauausführung Stabtragwerke, Rahmentragwerke (DE-627)1270862480 (DE-625)rvk/156383: (DE-576)200862480 ZI 7130 Stahlbetonbau Technik Bauingenieurwesen Bauweisen Stahlbetonbau (DE-627)1271341069 (DE-625)rvk/156592: (DE-576)201341069 56.12 Betonbau (DE-627)106410237 BO 11 01 0001 050191187 00 2 1 B 62026 u --%%-- r 30-03-99 20 01 0084 310624584 00 --%%-- 3484-3592 --%%-- --%%-- k 18-11-98 23 01 0830 307245934 00 32 3216-3643 --%%-- --%%-- z 03-12-98 62 01 0028 504275852 00 28/BB1 ZI 1750-486 u --%%-- zi052 17-07-01 63 01 3401 307011224 00 Mag 4°-156 062 u --%%-- z 27-10-98 63 02 3401 307011232 00 Mag 2022 B 4316 u --%%-- 09 --%%-- Mag Rc 0031 --%%-- --%%-- z 27-10-98 70 01 0089 312390874 00 Haus2 ZS 3631 p/49(486) u --%%-- z 02-12-98 100 01 3100 306437457 00 Magazin 1998 b 1444:1 u --%%-- k 16-04-16 136 01 3526 356917673 00 --%%-- 1998 B 820 u --%%-- zpln 08-02-02 164 50 0916 311039146 00 SUD 372-1/486 u --%%-- zl 23-11-98 213 01 0551 774619333 00 --%%-- bestellt a --%%-- a 16-08-06 370 01 4370 333554337 00 CN-Ei Ei 204.486 u --%%-- zi001 25-03-99 736 01 4736/0004 3922135773 00 GC T 639 u --%%-- ngc 02-07-99 2005 01 DE-Sa16 3274835870 00 --%%-- ZI 7130 Deu 486 --%%-- --%%-- Standort Magazin. Bitte wenden Sie sich an das Personal l01 07-04-99 2006 01 DE-14 3274835935 00 --%%-- 1998 4 018918 --%%-- --%%-- l01 30-11-98 2014 01 DE-90 3274835986 00 --%%-- 98 E 578 --%%-- --%%-- l01 15-12-98 2015 01 DE-93 3274836079 00 --%%-- 4Ba 2334 --%%-- --%%-- l01 14-12-98 2016 01 DE-93-26 3274836109 00 --%%-- R 1-486 p --%%-- l01 07-12-99 2016 02 DE-93-100 3274836125 00 --%%-- 21.3 486 p --%%-- l01 30-10-98 2057 01 DE-L189 3274836192 00 --%%-- --%%-- --%%-- --%%-- l01 11-05-99 2059 01 DE-Kon4 3274836249 00 --%%-- be3/26/486 --%%-- --%%-- l01 27-10-98 2061 01 DE-520 3274836281 00 --%%-- ZI 7100-98 5610 01 --%%-- --%%-- l01 03-11-98 2112 01 DE-1033 3274836338 00 --%%-- BN 486 p --%%-- l01 22-10-98 2116 01 DE-949 3274836419 00 --%%-- --%%-- --%%-- --%%-- l01 23-11-98 2354 01 DE-Ka74 3274836532 00 5.17.3gr 43281 --%%-- --%%-- l01 19-12-12 136 00 DE-Wis1 00 Rahmenknoten 136 00 DE-Wis1 01 Rahmenecke 136 00 DE-Wis1 02 Verformungsverhalten 136 00 DE-Wis1 03 Deformationsverhalten 136 00 DE-Wis1 04 Tragverhalten 136 00 DE-Wis1 05 Bemessung 136 00 DE-Wis1 06 Stabwerk 136 00 DE-Wis1 07 Stahlbetonbau 11 00 DE-1a 00 (DE-627)284664898 Tec F 91; Tragwerk 63 00 DE-Wim2 00 Rc 0031 63 00 DE-Wim2 01 Qd 0031 63 00 DE-Wim2 02 Rc 3200 100 00 DE-Ma9 00 F. 121.31 136 00 DE-Wis1 00 F:D1a.cc1 136 00 DE-Wis1 01 F:D1a.bb1 136 00 DE-Wis1 02 F:D1a.bb3 136 00 DE-Wis1 03 F:D7a.aa 736 01 4736/0004 00 DAfStB 2057 01 DE-L189 00 (DE-627)129608633X DK 624.07 r-blau 2057 01 DE-L189 01 (DE-627)1293542229 DK 624.072.33 2057 01 DE-L189 02 (DE-627)1290605033 DK 624.046 2061 01 DE-520 00 (DE-627)1291962964 ZI 7100 11 01 0001 128012792010 20 01 0084 84$034843592 00 23 01 0830 830$32163643 00 62 01 0028 28$005486971 63 01 3401 WIM2$001751751 63 02 3401 WIM2$00175176X 70 01 0089 89$118834827 100 01 3100 MA9$002003651 136 01 3526 WIS1$0066494 164 50 0916 756$0433411 Ex.01 370 01 4370 BA039083 00 736 01 4736/0004 022056 62 01 0028 28/052 1998 B 820a 63 02 3401 4°-156 062/2 164 50 0916 98/657 370 01 4370 99.212 736 01 4736/0004 GC 990299 2005 01 DE-Sa16 Z 723 |
| spelling |
98,A45,1025 dnb 954756177 DE-101 3410656863 (kart.) 3-410-65686-3 (DE-627)250468603 (DE-576)069629269 (DE-599)DNB954756177 (OCoLC)845146375 (OCoLC)247437368 (OCoLC)40944180 (DE-604)8122282507 DE-627 ger DE-627 rakwb ger XA-DE XA-AT XA-CH 38 sdnb ZI 3350 rvk (DE-625)rvk/156383: ZI 7130 rvk (DE-625)rvk/156592: 56.12 bkl Kordina, Karl 1919-2005 verfasserin (DE-588)118565419 (DE-627)079361889 (DE-576)161794203 aut Trag- und Verformungsverhalten von Rahmenknoten von Karl Kordina; Manfred Teutsch; Erhard Wegener. [Deutscher Ausschuss für Stahlbeton, DAfStb, Fachbereich 07 des NABau im DIN, Deutsches Institut für Normung e.V.] Berlin [u.a.] Beuth 1998 152, 12 S graph. Darst 30 cm Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Deutscher Ausschuss für Stahlbeton 486 s (DE-588)4056702-3 (DE-627)106154079 (DE-576)20911858X Stabwerk gnd s (DE-588)4130436-6 (DE-627)105702552 (DE-576)20961899X Rahmenknoten gnd s (DE-588)4006326-4 (DE-627)106377930 (DE-576)208865144 Betonstahl gnd s (DE-588)4148995-0 (DE-627)104609095 (DE-576)209769068 Deformationsverhalten gnd s (DE-588)4236763-3 (DE-627)104891831 (DE-576)210399546 Tragverhalten gnd DE-101 s (DE-588)4056842-8 (DE-627)106153528 (DE-576)209119217 Stahlbetonbau gnd s (DE-588)4130432-9 (DE-627)105702595 (DE-576)209618957 Rahmenecke gnd s (DE-588)4006325-2 (DE-627)106377949 (DE-576)208865136 Bewehrung gnd s (DE-588)4005461-5 (DE-627)104263490 (DE-576)208861009 Bemessung gnd DE-101 s (DE-588)4176886-3 (DE-627)105352896 (DE-576)209973714 Rahmentragwerk gnd s (DE-588)4130436-6 (DE-627)105702552 (DE-576)20961899X Rahmenknoten gnd s (DE-588)4236763-3 (DE-627)104891831 (DE-576)210399546 Tragverhalten gnd s (DE-588)4148995-0 (DE-627)104609095 (DE-576)209769068 Deformationsverhalten gnd (DE-627) Teutsch, Manfred verfasserin aut Wegener, Erhard verfasserin aut Deutscher Ausschuss für Stahlbeton Deutscher Ausschuss für Stahlbeton 486 48600 (DE-627)130127795 (DE-576)027056104 (DE-600)507400-9 0171-7197 ns (DE-627)293008868 GBV_ILN_11 ISIL_DE-1a SYSFLAG_1 GBV_KXP GBV_ILN_20 ISIL_DE-84 GBV_ILN_23 ISIL_DE-830 GBV_ILN_62 ISIL_DE-28 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_100 ISIL_DE-Ma9 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_164 ISIL_DE-916 GBV_ILN_213 ISIL_DE-551 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 GBV_ILN_2005 ISIL_DE-Sa16 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-26 ISIL_DE-93-100 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2059 ISIL_DE-Kon4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2112 ISIL_DE-1033 GBV_ILN_2116 ISIL_DE-949 GBV_ILN_2354 ISIL_DE-Ka74 mdedup Blocktest ZI 3350 Stabtragwerke, Rahmentragwerke Technik Bauingenieurwesen Baupraxis, Bauausführung Stabtragwerke, Rahmentragwerke (DE-627)1270862480 (DE-625)rvk/156383: (DE-576)200862480 ZI 7130 Stahlbetonbau Technik Bauingenieurwesen Bauweisen Stahlbetonbau (DE-627)1271341069 (DE-625)rvk/156592: (DE-576)201341069 56.12 Betonbau (DE-627)106410237 BO 11 01 0001 050191187 00 2 1 B 62026 u --%%-- r 30-03-99 20 01 0084 310624584 00 --%%-- 3484-3592 --%%-- --%%-- k 18-11-98 23 01 0830 307245934 00 32 3216-3643 --%%-- --%%-- z 03-12-98 62 01 0028 504275852 00 28/BB1 ZI 1750-486 u --%%-- zi052 17-07-01 63 01 3401 307011224 00 Mag 4°-156 062 u --%%-- z 27-10-98 63 02 3401 307011232 00 Mag 2022 B 4316 u --%%-- 09 --%%-- Mag Rc 0031 --%%-- --%%-- z 27-10-98 70 01 0089 312390874 00 Haus2 ZS 3631 p/49(486) u --%%-- z 02-12-98 100 01 3100 306437457 00 Magazin 1998 b 1444:1 u --%%-- k 16-04-16 136 01 3526 356917673 00 --%%-- 1998 B 820 u --%%-- zpln 08-02-02 164 50 0916 311039146 00 SUD 372-1/486 u --%%-- zl 23-11-98 213 01 0551 774619333 00 --%%-- bestellt a --%%-- a 16-08-06 370 01 4370 333554337 00 CN-Ei Ei 204.486 u --%%-- zi001 25-03-99 736 01 4736/0004 3922135773 00 GC T 639 u --%%-- ngc 02-07-99 2005 01 DE-Sa16 3274835870 00 --%%-- ZI 7130 Deu 486 --%%-- --%%-- Standort Magazin. Bitte wenden Sie sich an das Personal l01 07-04-99 2006 01 DE-14 3274835935 00 --%%-- 1998 4 018918 --%%-- --%%-- l01 30-11-98 2014 01 DE-90 3274835986 00 --%%-- 98 E 578 --%%-- --%%-- l01 15-12-98 2015 01 DE-93 3274836079 00 --%%-- 4Ba 2334 --%%-- --%%-- l01 14-12-98 2016 01 DE-93-26 3274836109 00 --%%-- R 1-486 p --%%-- l01 07-12-99 2016 02 DE-93-100 3274836125 00 --%%-- 21.3 486 p --%%-- l01 30-10-98 2057 01 DE-L189 3274836192 00 --%%-- --%%-- --%%-- --%%-- l01 11-05-99 2059 01 DE-Kon4 3274836249 00 --%%-- be3/26/486 --%%-- --%%-- l01 27-10-98 2061 01 DE-520 3274836281 00 --%%-- ZI 7100-98 5610 01 --%%-- --%%-- l01 03-11-98 2112 01 DE-1033 3274836338 00 --%%-- BN 486 p --%%-- l01 22-10-98 2116 01 DE-949 3274836419 00 --%%-- --%%-- --%%-- --%%-- l01 23-11-98 2354 01 DE-Ka74 3274836532 00 5.17.3gr 43281 --%%-- --%%-- l01 19-12-12 136 00 DE-Wis1 00 Rahmenknoten 136 00 DE-Wis1 01 Rahmenecke 136 00 DE-Wis1 02 Verformungsverhalten 136 00 DE-Wis1 03 Deformationsverhalten 136 00 DE-Wis1 04 Tragverhalten 136 00 DE-Wis1 05 Bemessung 136 00 DE-Wis1 06 Stabwerk 136 00 DE-Wis1 07 Stahlbetonbau 11 00 DE-1a 00 (DE-627)284664898 Tec F 91; Tragwerk 63 00 DE-Wim2 00 Rc 0031 63 00 DE-Wim2 01 Qd 0031 63 00 DE-Wim2 02 Rc 3200 100 00 DE-Ma9 00 F. 121.31 136 00 DE-Wis1 00 F:D1a.cc1 136 00 DE-Wis1 01 F:D1a.bb1 136 00 DE-Wis1 02 F:D1a.bb3 136 00 DE-Wis1 03 F:D7a.aa 736 01 4736/0004 00 DAfStB 2057 01 DE-L189 00 (DE-627)129608633X DK 624.07 r-blau 2057 01 DE-L189 01 (DE-627)1293542229 DK 624.072.33 2057 01 DE-L189 02 (DE-627)1290605033 DK 624.046 2061 01 DE-520 00 (DE-627)1291962964 ZI 7100 11 01 0001 128012792010 20 01 0084 84$034843592 00 23 01 0830 830$32163643 00 62 01 0028 28$005486971 63 01 3401 WIM2$001751751 63 02 3401 WIM2$00175176X 70 01 0089 89$118834827 100 01 3100 MA9$002003651 136 01 3526 WIS1$0066494 164 50 0916 756$0433411 Ex.01 370 01 4370 BA039083 00 736 01 4736/0004 022056 62 01 0028 28/052 1998 B 820a 63 02 3401 4°-156 062/2 164 50 0916 98/657 370 01 4370 99.212 736 01 4736/0004 GC 990299 2005 01 DE-Sa16 Z 723 |
| allfields_unstemmed |
98,A45,1025 dnb 954756177 DE-101 3410656863 (kart.) 3-410-65686-3 (DE-627)250468603 (DE-576)069629269 (DE-599)DNB954756177 (OCoLC)845146375 (OCoLC)247437368 (OCoLC)40944180 (DE-604)8122282507 DE-627 ger DE-627 rakwb ger XA-DE XA-AT XA-CH 38 sdnb ZI 3350 rvk (DE-625)rvk/156383: ZI 7130 rvk (DE-625)rvk/156592: 56.12 bkl Kordina, Karl 1919-2005 verfasserin (DE-588)118565419 (DE-627)079361889 (DE-576)161794203 aut Trag- und Verformungsverhalten von Rahmenknoten von Karl Kordina; Manfred Teutsch; Erhard Wegener. [Deutscher Ausschuss für Stahlbeton, DAfStb, Fachbereich 07 des NABau im DIN, Deutsches Institut für Normung e.V.] Berlin [u.a.] Beuth 1998 152, 12 S graph. Darst 30 cm Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Deutscher Ausschuss für Stahlbeton 486 s (DE-588)4056702-3 (DE-627)106154079 (DE-576)20911858X Stabwerk gnd s (DE-588)4130436-6 (DE-627)105702552 (DE-576)20961899X Rahmenknoten gnd s (DE-588)4006326-4 (DE-627)106377930 (DE-576)208865144 Betonstahl gnd s (DE-588)4148995-0 (DE-627)104609095 (DE-576)209769068 Deformationsverhalten gnd s (DE-588)4236763-3 (DE-627)104891831 (DE-576)210399546 Tragverhalten gnd DE-101 s (DE-588)4056842-8 (DE-627)106153528 (DE-576)209119217 Stahlbetonbau gnd s (DE-588)4130432-9 (DE-627)105702595 (DE-576)209618957 Rahmenecke gnd s (DE-588)4006325-2 (DE-627)106377949 (DE-576)208865136 Bewehrung gnd s (DE-588)4005461-5 (DE-627)104263490 (DE-576)208861009 Bemessung gnd DE-101 s (DE-588)4176886-3 (DE-627)105352896 (DE-576)209973714 Rahmentragwerk gnd s (DE-588)4130436-6 (DE-627)105702552 (DE-576)20961899X Rahmenknoten gnd s (DE-588)4236763-3 (DE-627)104891831 (DE-576)210399546 Tragverhalten gnd s (DE-588)4148995-0 (DE-627)104609095 (DE-576)209769068 Deformationsverhalten gnd (DE-627) Teutsch, Manfred verfasserin aut Wegener, Erhard verfasserin aut Deutscher Ausschuss für Stahlbeton Deutscher Ausschuss für Stahlbeton 486 48600 (DE-627)130127795 (DE-576)027056104 (DE-600)507400-9 0171-7197 ns (DE-627)293008868 GBV_ILN_11 ISIL_DE-1a SYSFLAG_1 GBV_KXP GBV_ILN_20 ISIL_DE-84 GBV_ILN_23 ISIL_DE-830 GBV_ILN_62 ISIL_DE-28 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_100 ISIL_DE-Ma9 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_164 ISIL_DE-916 GBV_ILN_213 ISIL_DE-551 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 GBV_ILN_2005 ISIL_DE-Sa16 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-26 ISIL_DE-93-100 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2059 ISIL_DE-Kon4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2112 ISIL_DE-1033 GBV_ILN_2116 ISIL_DE-949 GBV_ILN_2354 ISIL_DE-Ka74 mdedup Blocktest ZI 3350 Stabtragwerke, Rahmentragwerke Technik Bauingenieurwesen Baupraxis, Bauausführung Stabtragwerke, Rahmentragwerke (DE-627)1270862480 (DE-625)rvk/156383: (DE-576)200862480 ZI 7130 Stahlbetonbau Technik Bauingenieurwesen Bauweisen Stahlbetonbau (DE-627)1271341069 (DE-625)rvk/156592: (DE-576)201341069 56.12 Betonbau (DE-627)106410237 BO 11 01 0001 050191187 00 2 1 B 62026 u --%%-- r 30-03-99 20 01 0084 310624584 00 --%%-- 3484-3592 --%%-- --%%-- k 18-11-98 23 01 0830 307245934 00 32 3216-3643 --%%-- --%%-- z 03-12-98 62 01 0028 504275852 00 28/BB1 ZI 1750-486 u --%%-- zi052 17-07-01 63 01 3401 307011224 00 Mag 4°-156 062 u --%%-- z 27-10-98 63 02 3401 307011232 00 Mag 2022 B 4316 u --%%-- 09 --%%-- Mag Rc 0031 --%%-- --%%-- z 27-10-98 70 01 0089 312390874 00 Haus2 ZS 3631 p/49(486) u --%%-- z 02-12-98 100 01 3100 306437457 00 Magazin 1998 b 1444:1 u --%%-- k 16-04-16 136 01 3526 356917673 00 --%%-- 1998 B 820 u --%%-- zpln 08-02-02 164 50 0916 311039146 00 SUD 372-1/486 u --%%-- zl 23-11-98 213 01 0551 774619333 00 --%%-- bestellt a --%%-- a 16-08-06 370 01 4370 333554337 00 CN-Ei Ei 204.486 u --%%-- zi001 25-03-99 736 01 4736/0004 3922135773 00 GC T 639 u --%%-- ngc 02-07-99 2005 01 DE-Sa16 3274835870 00 --%%-- ZI 7130 Deu 486 --%%-- --%%-- Standort Magazin. Bitte wenden Sie sich an das Personal l01 07-04-99 2006 01 DE-14 3274835935 00 --%%-- 1998 4 018918 --%%-- --%%-- l01 30-11-98 2014 01 DE-90 3274835986 00 --%%-- 98 E 578 --%%-- --%%-- l01 15-12-98 2015 01 DE-93 3274836079 00 --%%-- 4Ba 2334 --%%-- --%%-- l01 14-12-98 2016 01 DE-93-26 3274836109 00 --%%-- R 1-486 p --%%-- l01 07-12-99 2016 02 DE-93-100 3274836125 00 --%%-- 21.3 486 p --%%-- l01 30-10-98 2057 01 DE-L189 3274836192 00 --%%-- --%%-- --%%-- --%%-- l01 11-05-99 2059 01 DE-Kon4 3274836249 00 --%%-- be3/26/486 --%%-- --%%-- l01 27-10-98 2061 01 DE-520 3274836281 00 --%%-- ZI 7100-98 5610 01 --%%-- --%%-- l01 03-11-98 2112 01 DE-1033 3274836338 00 --%%-- BN 486 p --%%-- l01 22-10-98 2116 01 DE-949 3274836419 00 --%%-- --%%-- --%%-- --%%-- l01 23-11-98 2354 01 DE-Ka74 3274836532 00 5.17.3gr 43281 --%%-- --%%-- l01 19-12-12 136 00 DE-Wis1 00 Rahmenknoten 136 00 DE-Wis1 01 Rahmenecke 136 00 DE-Wis1 02 Verformungsverhalten 136 00 DE-Wis1 03 Deformationsverhalten 136 00 DE-Wis1 04 Tragverhalten 136 00 DE-Wis1 05 Bemessung 136 00 DE-Wis1 06 Stabwerk 136 00 DE-Wis1 07 Stahlbetonbau 11 00 DE-1a 00 (DE-627)284664898 Tec F 91; Tragwerk 63 00 DE-Wim2 00 Rc 0031 63 00 DE-Wim2 01 Qd 0031 63 00 DE-Wim2 02 Rc 3200 100 00 DE-Ma9 00 F. 121.31 136 00 DE-Wis1 00 F:D1a.cc1 136 00 DE-Wis1 01 F:D1a.bb1 136 00 DE-Wis1 02 F:D1a.bb3 136 00 DE-Wis1 03 F:D7a.aa 736 01 4736/0004 00 DAfStB 2057 01 DE-L189 00 (DE-627)129608633X DK 624.07 r-blau 2057 01 DE-L189 01 (DE-627)1293542229 DK 624.072.33 2057 01 DE-L189 02 (DE-627)1290605033 DK 624.046 2061 01 DE-520 00 (DE-627)1291962964 ZI 7100 11 01 0001 128012792010 20 01 0084 84$034843592 00 23 01 0830 830$32163643 00 62 01 0028 28$005486971 63 01 3401 WIM2$001751751 63 02 3401 WIM2$00175176X 70 01 0089 89$118834827 100 01 3100 MA9$002003651 136 01 3526 WIS1$0066494 164 50 0916 756$0433411 Ex.01 370 01 4370 BA039083 00 736 01 4736/0004 022056 62 01 0028 28/052 1998 B 820a 63 02 3401 4°-156 062/2 164 50 0916 98/657 370 01 4370 99.212 736 01 4736/0004 GC 990299 2005 01 DE-Sa16 Z 723 |
| allfieldsGer |
98,A45,1025 dnb 954756177 DE-101 3410656863 (kart.) 3-410-65686-3 (DE-627)250468603 (DE-576)069629269 (DE-599)DNB954756177 (OCoLC)845146375 (OCoLC)247437368 (OCoLC)40944180 (DE-604)8122282507 DE-627 ger DE-627 rakwb ger XA-DE XA-AT XA-CH 38 sdnb ZI 3350 rvk (DE-625)rvk/156383: ZI 7130 rvk (DE-625)rvk/156592: 56.12 bkl Kordina, Karl 1919-2005 verfasserin (DE-588)118565419 (DE-627)079361889 (DE-576)161794203 aut Trag- und Verformungsverhalten von Rahmenknoten von Karl Kordina; Manfred Teutsch; Erhard Wegener. [Deutscher Ausschuss für Stahlbeton, DAfStb, Fachbereich 07 des NABau im DIN, Deutsches Institut für Normung e.V.] Berlin [u.a.] Beuth 1998 152, 12 S graph. Darst 30 cm Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Deutscher Ausschuss für Stahlbeton 486 s (DE-588)4056702-3 (DE-627)106154079 (DE-576)20911858X Stabwerk gnd s (DE-588)4130436-6 (DE-627)105702552 (DE-576)20961899X Rahmenknoten gnd s (DE-588)4006326-4 (DE-627)106377930 (DE-576)208865144 Betonstahl gnd s (DE-588)4148995-0 (DE-627)104609095 (DE-576)209769068 Deformationsverhalten gnd s (DE-588)4236763-3 (DE-627)104891831 (DE-576)210399546 Tragverhalten gnd DE-101 s (DE-588)4056842-8 (DE-627)106153528 (DE-576)209119217 Stahlbetonbau gnd s (DE-588)4130432-9 (DE-627)105702595 (DE-576)209618957 Rahmenecke gnd s (DE-588)4006325-2 (DE-627)106377949 (DE-576)208865136 Bewehrung gnd s (DE-588)4005461-5 (DE-627)104263490 (DE-576)208861009 Bemessung gnd DE-101 s (DE-588)4176886-3 (DE-627)105352896 (DE-576)209973714 Rahmentragwerk gnd s (DE-588)4130436-6 (DE-627)105702552 (DE-576)20961899X Rahmenknoten gnd s (DE-588)4236763-3 (DE-627)104891831 (DE-576)210399546 Tragverhalten gnd s (DE-588)4148995-0 (DE-627)104609095 (DE-576)209769068 Deformationsverhalten gnd (DE-627) Teutsch, Manfred verfasserin aut Wegener, Erhard verfasserin aut Deutscher Ausschuss für Stahlbeton Deutscher Ausschuss für Stahlbeton 486 48600 (DE-627)130127795 (DE-576)027056104 (DE-600)507400-9 0171-7197 ns (DE-627)293008868 GBV_ILN_11 ISIL_DE-1a SYSFLAG_1 GBV_KXP GBV_ILN_20 ISIL_DE-84 GBV_ILN_23 ISIL_DE-830 GBV_ILN_62 ISIL_DE-28 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_100 ISIL_DE-Ma9 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_164 ISIL_DE-916 GBV_ILN_213 ISIL_DE-551 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 GBV_ILN_2005 ISIL_DE-Sa16 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-26 ISIL_DE-93-100 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2059 ISIL_DE-Kon4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2112 ISIL_DE-1033 GBV_ILN_2116 ISIL_DE-949 GBV_ILN_2354 ISIL_DE-Ka74 mdedup Blocktest ZI 3350 Stabtragwerke, Rahmentragwerke Technik Bauingenieurwesen Baupraxis, Bauausführung Stabtragwerke, Rahmentragwerke (DE-627)1270862480 (DE-625)rvk/156383: (DE-576)200862480 ZI 7130 Stahlbetonbau Technik Bauingenieurwesen Bauweisen Stahlbetonbau (DE-627)1271341069 (DE-625)rvk/156592: (DE-576)201341069 56.12 Betonbau (DE-627)106410237 BO 11 01 0001 050191187 00 2 1 B 62026 u --%%-- r 30-03-99 20 01 0084 310624584 00 --%%-- 3484-3592 --%%-- --%%-- k 18-11-98 23 01 0830 307245934 00 32 3216-3643 --%%-- --%%-- z 03-12-98 62 01 0028 504275852 00 28/BB1 ZI 1750-486 u --%%-- zi052 17-07-01 63 01 3401 307011224 00 Mag 4°-156 062 u --%%-- z 27-10-98 63 02 3401 307011232 00 Mag 2022 B 4316 u --%%-- 09 --%%-- Mag Rc 0031 --%%-- --%%-- z 27-10-98 70 01 0089 312390874 00 Haus2 ZS 3631 p/49(486) u --%%-- z 02-12-98 100 01 3100 306437457 00 Magazin 1998 b 1444:1 u --%%-- k 16-04-16 136 01 3526 356917673 00 --%%-- 1998 B 820 u --%%-- zpln 08-02-02 164 50 0916 311039146 00 SUD 372-1/486 u --%%-- zl 23-11-98 213 01 0551 774619333 00 --%%-- bestellt a --%%-- a 16-08-06 370 01 4370 333554337 00 CN-Ei Ei 204.486 u --%%-- zi001 25-03-99 736 01 4736/0004 3922135773 00 GC T 639 u --%%-- ngc 02-07-99 2005 01 DE-Sa16 3274835870 00 --%%-- ZI 7130 Deu 486 --%%-- --%%-- Standort Magazin. Bitte wenden Sie sich an das Personal l01 07-04-99 2006 01 DE-14 3274835935 00 --%%-- 1998 4 018918 --%%-- --%%-- l01 30-11-98 2014 01 DE-90 3274835986 00 --%%-- 98 E 578 --%%-- --%%-- l01 15-12-98 2015 01 DE-93 3274836079 00 --%%-- 4Ba 2334 --%%-- --%%-- l01 14-12-98 2016 01 DE-93-26 3274836109 00 --%%-- R 1-486 p --%%-- l01 07-12-99 2016 02 DE-93-100 3274836125 00 --%%-- 21.3 486 p --%%-- l01 30-10-98 2057 01 DE-L189 3274836192 00 --%%-- --%%-- --%%-- --%%-- l01 11-05-99 2059 01 DE-Kon4 3274836249 00 --%%-- be3/26/486 --%%-- --%%-- l01 27-10-98 2061 01 DE-520 3274836281 00 --%%-- ZI 7100-98 5610 01 --%%-- --%%-- l01 03-11-98 2112 01 DE-1033 3274836338 00 --%%-- BN 486 p --%%-- l01 22-10-98 2116 01 DE-949 3274836419 00 --%%-- --%%-- --%%-- --%%-- l01 23-11-98 2354 01 DE-Ka74 3274836532 00 5.17.3gr 43281 --%%-- --%%-- l01 19-12-12 136 00 DE-Wis1 00 Rahmenknoten 136 00 DE-Wis1 01 Rahmenecke 136 00 DE-Wis1 02 Verformungsverhalten 136 00 DE-Wis1 03 Deformationsverhalten 136 00 DE-Wis1 04 Tragverhalten 136 00 DE-Wis1 05 Bemessung 136 00 DE-Wis1 06 Stabwerk 136 00 DE-Wis1 07 Stahlbetonbau 11 00 DE-1a 00 (DE-627)284664898 Tec F 91; Tragwerk 63 00 DE-Wim2 00 Rc 0031 63 00 DE-Wim2 01 Qd 0031 63 00 DE-Wim2 02 Rc 3200 100 00 DE-Ma9 00 F. 121.31 136 00 DE-Wis1 00 F:D1a.cc1 136 00 DE-Wis1 01 F:D1a.bb1 136 00 DE-Wis1 02 F:D1a.bb3 136 00 DE-Wis1 03 F:D7a.aa 736 01 4736/0004 00 DAfStB 2057 01 DE-L189 00 (DE-627)129608633X DK 624.07 r-blau 2057 01 DE-L189 01 (DE-627)1293542229 DK 624.072.33 2057 01 DE-L189 02 (DE-627)1290605033 DK 624.046 2061 01 DE-520 00 (DE-627)1291962964 ZI 7100 11 01 0001 128012792010 20 01 0084 84$034843592 00 23 01 0830 830$32163643 00 62 01 0028 28$005486971 63 01 3401 WIM2$001751751 63 02 3401 WIM2$00175176X 70 01 0089 89$118834827 100 01 3100 MA9$002003651 136 01 3526 WIS1$0066494 164 50 0916 756$0433411 Ex.01 370 01 4370 BA039083 00 736 01 4736/0004 022056 62 01 0028 28/052 1998 B 820a 63 02 3401 4°-156 062/2 164 50 0916 98/657 370 01 4370 99.212 736 01 4736/0004 GC 990299 2005 01 DE-Sa16 Z 723 |
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98,A45,1025 dnb 954756177 DE-101 3410656863 (kart.) 3-410-65686-3 (DE-627)250468603 (DE-576)069629269 (DE-599)DNB954756177 (OCoLC)845146375 (OCoLC)247437368 (OCoLC)40944180 (DE-604)8122282507 DE-627 ger DE-627 rakwb ger XA-DE XA-AT XA-CH 38 sdnb ZI 3350 rvk (DE-625)rvk/156383: ZI 7130 rvk (DE-625)rvk/156592: 56.12 bkl Kordina, Karl 1919-2005 verfasserin (DE-588)118565419 (DE-627)079361889 (DE-576)161794203 aut Trag- und Verformungsverhalten von Rahmenknoten von Karl Kordina; Manfred Teutsch; Erhard Wegener. [Deutscher Ausschuss für Stahlbeton, DAfStb, Fachbereich 07 des NABau im DIN, Deutsches Institut für Normung e.V.] Berlin [u.a.] Beuth 1998 152, 12 S graph. Darst 30 cm Text txt rdacontent ohne Hilfsmittel zu benutzen n rdamedia Band nc rdacarrier Deutscher Ausschuss für Stahlbeton 486 s (DE-588)4056702-3 (DE-627)106154079 (DE-576)20911858X Stabwerk gnd s (DE-588)4130436-6 (DE-627)105702552 (DE-576)20961899X Rahmenknoten gnd s (DE-588)4006326-4 (DE-627)106377930 (DE-576)208865144 Betonstahl gnd s (DE-588)4148995-0 (DE-627)104609095 (DE-576)209769068 Deformationsverhalten gnd s (DE-588)4236763-3 (DE-627)104891831 (DE-576)210399546 Tragverhalten gnd DE-101 s (DE-588)4056842-8 (DE-627)106153528 (DE-576)209119217 Stahlbetonbau gnd s (DE-588)4130432-9 (DE-627)105702595 (DE-576)209618957 Rahmenecke gnd s (DE-588)4006325-2 (DE-627)106377949 (DE-576)208865136 Bewehrung gnd s (DE-588)4005461-5 (DE-627)104263490 (DE-576)208861009 Bemessung gnd DE-101 s (DE-588)4176886-3 (DE-627)105352896 (DE-576)209973714 Rahmentragwerk gnd s (DE-588)4130436-6 (DE-627)105702552 (DE-576)20961899X Rahmenknoten gnd s (DE-588)4236763-3 (DE-627)104891831 (DE-576)210399546 Tragverhalten gnd s (DE-588)4148995-0 (DE-627)104609095 (DE-576)209769068 Deformationsverhalten gnd (DE-627) Teutsch, Manfred verfasserin aut Wegener, Erhard verfasserin aut Deutscher Ausschuss für Stahlbeton Deutscher Ausschuss für Stahlbeton 486 48600 (DE-627)130127795 (DE-576)027056104 (DE-600)507400-9 0171-7197 ns (DE-627)293008868 GBV_ILN_11 ISIL_DE-1a SYSFLAG_1 GBV_KXP GBV_ILN_20 ISIL_DE-84 GBV_ILN_23 ISIL_DE-830 GBV_ILN_62 ISIL_DE-28 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_70 ISIL_DE-89 GBV_ILN_100 ISIL_DE-Ma9 GBV_ILN_136 ISIL_DE-Wis1 GBV_ILN_164 ISIL_DE-916 GBV_ILN_213 ISIL_DE-551 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_736 GBV_ILN_2005 ISIL_DE-Sa16 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2014 ISIL_DE-90 GBV_ILN_2015 ISIL_DE-93 GBV_ILN_2016 ISIL_DE-93-26 ISIL_DE-93-100 GBV_ILN_2057 ISIL_DE-L189 GBV_ILN_2059 ISIL_DE-Kon4 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2112 ISIL_DE-1033 GBV_ILN_2116 ISIL_DE-949 GBV_ILN_2354 ISIL_DE-Ka74 mdedup Blocktest ZI 3350 Stabtragwerke, Rahmentragwerke Technik Bauingenieurwesen Baupraxis, Bauausführung Stabtragwerke, Rahmentragwerke (DE-627)1270862480 (DE-625)rvk/156383: (DE-576)200862480 ZI 7130 Stahlbetonbau Technik Bauingenieurwesen Bauweisen Stahlbetonbau (DE-627)1271341069 (DE-625)rvk/156592: (DE-576)201341069 56.12 Betonbau (DE-627)106410237 BO 11 01 0001 050191187 00 2 1 B 62026 u --%%-- r 30-03-99 20 01 0084 310624584 00 --%%-- 3484-3592 --%%-- --%%-- k 18-11-98 23 01 0830 307245934 00 32 3216-3643 --%%-- --%%-- z 03-12-98 62 01 0028 504275852 00 28/BB1 ZI 1750-486 u --%%-- zi052 17-07-01 63 01 3401 307011224 00 Mag 4°-156 062 u --%%-- z 27-10-98 63 02 3401 307011232 00 Mag 2022 B 4316 u --%%-- 09 --%%-- Mag Rc 0031 --%%-- --%%-- z 27-10-98 70 01 0089 312390874 00 Haus2 ZS 3631 p/49(486) u --%%-- z 02-12-98 100 01 3100 306437457 00 Magazin 1998 b 1444:1 u --%%-- k 16-04-16 136 01 3526 356917673 00 --%%-- 1998 B 820 u --%%-- zpln 08-02-02 164 50 0916 311039146 00 SUD 372-1/486 u --%%-- zl 23-11-98 213 01 0551 774619333 00 --%%-- bestellt a --%%-- a 16-08-06 370 01 4370 333554337 00 CN-Ei Ei 204.486 u --%%-- zi001 25-03-99 736 01 4736/0004 3922135773 00 GC T 639 u --%%-- ngc 02-07-99 2005 01 DE-Sa16 3274835870 00 --%%-- ZI 7130 Deu 486 --%%-- --%%-- Standort Magazin. Bitte wenden Sie sich an das Personal l01 07-04-99 2006 01 DE-14 3274835935 00 --%%-- 1998 4 018918 --%%-- --%%-- l01 30-11-98 2014 01 DE-90 3274835986 00 --%%-- 98 E 578 --%%-- --%%-- l01 15-12-98 2015 01 DE-93 3274836079 00 --%%-- 4Ba 2334 --%%-- --%%-- l01 14-12-98 2016 01 DE-93-26 3274836109 00 --%%-- R 1-486 p --%%-- l01 07-12-99 2016 02 DE-93-100 3274836125 00 --%%-- 21.3 486 p --%%-- l01 30-10-98 2057 01 DE-L189 3274836192 00 --%%-- --%%-- --%%-- --%%-- l01 11-05-99 2059 01 DE-Kon4 3274836249 00 --%%-- be3/26/486 --%%-- --%%-- l01 27-10-98 2061 01 DE-520 3274836281 00 --%%-- ZI 7100-98 5610 01 --%%-- --%%-- l01 03-11-98 2112 01 DE-1033 3274836338 00 --%%-- BN 486 p --%%-- l01 22-10-98 2116 01 DE-949 3274836419 00 --%%-- --%%-- --%%-- --%%-- l01 23-11-98 2354 01 DE-Ka74 3274836532 00 5.17.3gr 43281 --%%-- --%%-- l01 19-12-12 136 00 DE-Wis1 00 Rahmenknoten 136 00 DE-Wis1 01 Rahmenecke 136 00 DE-Wis1 02 Verformungsverhalten 136 00 DE-Wis1 03 Deformationsverhalten 136 00 DE-Wis1 04 Tragverhalten 136 00 DE-Wis1 05 Bemessung 136 00 DE-Wis1 06 Stabwerk 136 00 DE-Wis1 07 Stahlbetonbau 11 00 DE-1a 00 (DE-627)284664898 Tec F 91; Tragwerk 63 00 DE-Wim2 00 Rc 0031 63 00 DE-Wim2 01 Qd 0031 63 00 DE-Wim2 02 Rc 3200 100 00 DE-Ma9 00 F. 121.31 136 00 DE-Wis1 00 F:D1a.cc1 136 00 DE-Wis1 01 F:D1a.bb1 136 00 DE-Wis1 02 F:D1a.bb3 136 00 DE-Wis1 03 F:D7a.aa 736 01 4736/0004 00 DAfStB 2057 01 DE-L189 00 (DE-627)129608633X DK 624.07 r-blau 2057 01 DE-L189 01 (DE-627)1293542229 DK 624.072.33 2057 01 DE-L189 02 (DE-627)1290605033 DK 624.046 2061 01 DE-520 00 (DE-627)1291962964 ZI 7100 11 01 0001 128012792010 20 01 0084 84$034843592 00 23 01 0830 830$32163643 00 62 01 0028 28$005486971 63 01 3401 WIM2$001751751 63 02 3401 WIM2$00175176X 70 01 0089 89$118834827 100 01 3100 MA9$002003651 136 01 3526 WIS1$0066494 164 50 0916 756$0433411 Ex.01 370 01 4370 BA039083 00 736 01 4736/0004 022056 62 01 0028 28/052 1998 B 820a 63 02 3401 4°-156 062/2 164 50 0916 98/657 370 01 4370 99.212 736 01 4736/0004 GC 990299 2005 01 DE-Sa16 Z 723 |
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German |
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Book |
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11 20 23 62:i 63 70 100 136:p 164:l 213 370:i 736:g 2005:0 2006:0 2014:0 2015:0 2016:0 2057:0 2059:0 2061:0 2112:0 2116:0 2354:0 |
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Betonbau |
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| topic_facet |
Stabwerk Rahmenknoten Betonstahl Deformationsverhalten Tragverhalten Stahlbetonbau Rahmenecke Bewehrung Bemessung Rahmentragwerk |
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136:Rahmenknoten DE-Wis1:Rahmenknoten 136:Rahmenecke DE-Wis1:Rahmenecke 136:Verformungsverhalten DE-Wis1:Verformungsverhalten 136:Deformationsverhalten DE-Wis1:Deformationsverhalten 136:Tragverhalten DE-Wis1:Tragverhalten 136:Bemessung DE-Wis1:Bemessung 136:Stabwerk DE-Wis1:Stabwerk 136:Stahlbetonbau DE-Wis1:Stahlbetonbau |
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false |
| authorswithroles_txt_mv |
Kordina, Karl @@aut@@ Teutsch, Manfred @@aut@@ Wegener, Erhard @@aut@@ |
| publishDateDaySort_date |
1998-01-01T00:00:00Z |
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130127795 |
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250468603 |
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deutsch |
| fullrecord |
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2 --%%-- 32 28/BB1 Mag Haus2 Magazin SUD CN-Ei GC 5.17.3gr |
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Z - Library Science |
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Deutscher Ausschuss für Stahlbeton |
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| author |
Kordina, Karl 1919-2005 |
| spellingShingle |
Kordina, Karl 1919-2005 sdnb 38 rvk ZI 3350 rvk ZI 7130 bkl 56.12 gnd Stabwerk gnd Rahmenknoten gnd Betonstahl gnd Deformationsverhalten gnd Tragverhalten gnd Stahlbetonbau gnd Rahmenecke gnd Bewehrung gnd Bemessung gnd Rahmentragwerk 136 Rahmenknoten 136 Rahmenecke 136 Verformungsverhalten 136 Deformationsverhalten 136 Tragverhalten 136 Bemessung 136 Stabwerk 136 Stahlbetonbau Trag- und Verformungsverhalten von Rahmenknoten |
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Kordina, Karl 1919-2005 |
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keep |
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DifferentiatedPerson@(DE-588)118565419 Person@(DE-588)118565419 SubjectHeadingSensoStricto@(DE-588)4056702-3 SubjectHeading@(DE-588)4056702-3 SubjectHeading@(DE-588)4130436-6 SubjectHeadingSensoStricto@(DE-588)4130436-6 SubjectHeadingSensoStricto@(DE-588)4006326-4 SubjectHeading@(DE-588)4006326-4 SubjectHeadingSensoStricto@(DE-588)4148995-0 SubjectHeading@(DE-588)4148995-0 SubjectHeading@(DE-588)4236763-3 SubjectHeadingSensoStricto@(DE-588)4236763-3 SubjectHeadingSensoStricto@(DE-588)4056842-8 SubjectHeading@(DE-588)4056842-8 SubjectHeading@(DE-588)4130432-9 SubjectHeadingSensoStricto@(DE-588)4130432-9 SubjectHeadingSensoStricto@(DE-588)4006325-2 SubjectHeading@(DE-588)4006325-2 SubjectHeadingSensoStricto@(DE-588)4005461-5 SubjectHeading@(DE-588)4005461-5 SubjectHeading@(DE-588)4176886-3 SubjectHeadingSensoStricto@(DE-588)4176886-3 |
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KXP GVK SWB |
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Berlin [u.a.] |
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| topic_title |
38 sdnb ZI 3350 rvk (DE-625)rvk/156383 ZI 7130 rvk (DE-625)rvk/156592 56.12 bkl 136 00 DE-Wis1 00 Rahmenknoten 136 00 DE-Wis1 01 Rahmenecke 136 00 DE-Wis1 02 Verformungsverhalten 136 00 DE-Wis1 03 Deformationsverhalten 136 00 DE-Wis1 04 Tragverhalten 136 00 DE-Wis1 05 Bemessung 136 00 DE-Wis1 06 Stabwerk 136 00 DE-Wis1 07 Stahlbetonbau Trag- und Verformungsverhalten von Rahmenknoten von Karl Kordina; Manfred Teutsch; Erhard Wegener. [Deutscher Ausschuss für Stahlbeton, DAfStb, Fachbereich 07 des NABau im DIN, Deutsches Institut für Normung e.V.] s (DE-588)4056702-3 (DE-627)106154079 (DE-576)20911858X Stabwerk gnd s (DE-588)4130436-6 (DE-627)105702552 (DE-576)20961899X Rahmenknoten gnd s (DE-588)4006326-4 (DE-627)106377930 (DE-576)208865144 Betonstahl gnd s (DE-588)4148995-0 (DE-627)104609095 (DE-576)209769068 Deformationsverhalten gnd s (DE-588)4236763-3 (DE-627)104891831 (DE-576)210399546 Tragverhalten gnd DE-101 s (DE-588)4056842-8 (DE-627)106153528 (DE-576)209119217 Stahlbetonbau gnd s (DE-588)4130432-9 (DE-627)105702595 (DE-576)209618957 Rahmenecke gnd s (DE-588)4006325-2 (DE-627)106377949 (DE-576)208865136 Bewehrung gnd s (DE-588)4005461-5 (DE-627)104263490 (DE-576)208861009 Bemessung gnd s (DE-588)4176886-3 (DE-627)105352896 (DE-576)209973714 Rahmentragwerk gnd (DE-627) |
| publisher |
Beuth |
| publisherStr |
Beuth |
| topic |
sdnb 38 rvk ZI 3350 rvk ZI 7130 bkl 56.12 gnd Stabwerk gnd Rahmenknoten gnd Betonstahl gnd Deformationsverhalten gnd Tragverhalten gnd Stahlbetonbau gnd Rahmenecke gnd Bewehrung gnd Bemessung gnd Rahmentragwerk 136 Rahmenknoten 136 Rahmenecke 136 Verformungsverhalten 136 Deformationsverhalten 136 Tragverhalten 136 Bemessung 136 Stabwerk 136 Stahlbetonbau |
| topic_unstemmed |
sdnb 38 rvk ZI 3350 rvk ZI 7130 bkl 56.12 gnd Stabwerk gnd Rahmenknoten gnd Betonstahl gnd Deformationsverhalten gnd Tragverhalten gnd Stahlbetonbau gnd Rahmenecke gnd Bewehrung gnd Bemessung gnd Rahmentragwerk 136 Rahmenknoten 136 Rahmenecke 136 Verformungsverhalten 136 Deformationsverhalten 136 Tragverhalten 136 Bemessung 136 Stabwerk 136 Stahlbetonbau |
| topic_browse |
sdnb 38 rvk ZI 3350 rvk ZI 7130 bkl 56.12 gnd Stabwerk gnd Rahmenknoten gnd Betonstahl gnd Deformationsverhalten gnd Tragverhalten gnd Stahlbetonbau gnd Rahmenecke gnd Bewehrung gnd Bemessung gnd Rahmentragwerk 136 Rahmenknoten 136 Rahmenecke 136 Verformungsverhalten 136 Deformationsverhalten 136 Tragverhalten 136 Bemessung 136 Stabwerk 136 Stahlbetonbau |
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Bücher Gedruckte Bücher |
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2 --%%-- 32 28/BB1 Mag Haus2 Magazin SUD CN-Ei GC 5.17.3gr |
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Text Buch |
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Trag- und Verformungsverhalten von Rahmenknoten |
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Trag- und Verformungsverhalten von Rahmenknoten von Karl Kordina; Manfred Teutsch; Erhard Wegener. [Deutscher Ausschuss für Stahlbeton, DAfStb, Fachbereich 07 des NABau im DIN, Deutsches Institut für Normung e.V.] |
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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 3350</subfield><subfield code="b">Stabtragwerke, Rahmentragwerke</subfield><subfield code="k">Technik</subfield><subfield code="k">Bauingenieurwesen</subfield><subfield code="k">Baupraxis, Bauausführung</subfield><subfield code="k">Stabtragwerke, Rahmentragwerke</subfield><subfield code="0">(DE-627)1270862480</subfield><subfield code="0">(DE-625)rvk/156383:</subfield><subfield code="0">(DE-576)200862480</subfield></datafield><datafield tag="936" ind1="r" ind2="v"><subfield code="a">ZI 7130</subfield><subfield code="b">Stahlbetonbau</subfield><subfield code="k">Technik</subfield><subfield code="k">Bauingenieurwesen</subfield><subfield code="k">Bauweisen</subfield><subfield code="k">Stahlbetonbau</subfield><subfield code="0">(DE-627)1271341069</subfield><subfield code="0">(DE-625)rvk/156592:</subfield><subfield code="0">(DE-576)201341069</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="951" ind1=" " ind2=" "><subfield code="a">BO</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">11</subfield><subfield code="1">01</subfield><subfield code="x">0001</subfield><subfield code="b">050191187</subfield><subfield code="c">00</subfield><subfield code="f">2</subfield><subfield code="d">1 B 62026</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">r</subfield><subfield code="z">30-03-99</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">310624584</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">3484-3592</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">18-11-98</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">307245934</subfield><subfield code="c">00</subfield><subfield code="f">32</subfield><subfield code="d">3216-3643</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">03-12-98</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">62</subfield><subfield code="1">01</subfield><subfield code="x">0028</subfield><subfield code="b">504275852</subfield><subfield code="c">00</subfield><subfield code="f">28/BB1</subfield><subfield code="d">ZI 1750-486</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zi052</subfield><subfield code="z">17-07-01</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">307011224</subfield><subfield code="c">00</subfield><subfield code="f">Mag</subfield><subfield code="d">4°-156 062</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">27-10-98</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">307011232</subfield><subfield code="c">00</subfield><subfield code="f">Mag</subfield><subfield code="d">2022 B 4316</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="c">09</subfield><subfield code="f">--%%--</subfield><subfield code="d">Mag Rc 0031</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">27-10-98</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">312390874</subfield><subfield code="c">00</subfield><subfield code="f">Haus2</subfield><subfield code="d">ZS 3631 p/49(486)</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">z</subfield><subfield code="z">02-12-98</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">306437457</subfield><subfield code="c">00</subfield><subfield code="f">Magazin</subfield><subfield code="d">1998 b 1444:1</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">k</subfield><subfield code="z">16-04-16</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">356917673</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">1998 B 820</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zpln</subfield><subfield code="z">08-02-02</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">164</subfield><subfield code="1">50</subfield><subfield code="x">0916</subfield><subfield code="b">311039146</subfield><subfield code="c">00</subfield><subfield code="f">SUD</subfield><subfield code="d">372-1/486</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zl</subfield><subfield code="z">23-11-98</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">774619333</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">bestellt</subfield><subfield code="e">a</subfield><subfield code="j">--%%--</subfield><subfield code="y">a</subfield><subfield code="z">16-08-06</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">333554337</subfield><subfield code="c">00</subfield><subfield code="f">CN-Ei</subfield><subfield code="d">Ei 204.486</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">zi001</subfield><subfield code="z">25-03-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">736</subfield><subfield code="1">01</subfield><subfield code="x">4736/0004</subfield><subfield code="b">3922135773</subfield><subfield code="c">00</subfield><subfield code="f">GC</subfield><subfield code="d">T 639</subfield><subfield code="e">u</subfield><subfield code="j">--%%--</subfield><subfield code="y">ngc</subfield><subfield code="z">02-07-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2005</subfield><subfield code="1">01</subfield><subfield code="x">DE-Sa16</subfield><subfield code="b">3274835870</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">ZI 7130 Deu 486</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="k">Standort Magazin. Bitte wenden Sie sich an das Personal</subfield><subfield code="y">l01</subfield><subfield code="z">07-04-99</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">3274835935</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">1998 4 018918</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">30-11-98</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">3274835986</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">98 E 578</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">15-12-98</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">3274836079</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">4Ba 2334</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">14-12-98</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">3274836109</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">R 1-486</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">07-12-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2016</subfield><subfield code="1">02</subfield><subfield code="x">DE-93-100</subfield><subfield code="b">3274836125</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">21.3 486</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">30-10-98</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">3274836192</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">11-05-99</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2059</subfield><subfield code="1">01</subfield><subfield code="x">DE-Kon4</subfield><subfield code="b">3274836249</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">be3/26/486</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">27-10-98</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2061</subfield><subfield code="1">01</subfield><subfield code="x">DE-520</subfield><subfield code="b">3274836281</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">ZI 7100-98 5610 01</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">03-11-98</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2112</subfield><subfield code="1">01</subfield><subfield code="x">DE-1033</subfield><subfield code="b">3274836338</subfield><subfield code="c">00</subfield><subfield code="f">--%%--</subfield><subfield code="d">BN 486</subfield><subfield code="e">p</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">22-10-98</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">3274836419</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">23-11-98</subfield></datafield><datafield tag="980" ind1=" " ind2=" "><subfield code="2">2354</subfield><subfield code="1">01</subfield><subfield code="x">DE-Ka74</subfield><subfield code="b">3274836532</subfield><subfield code="c">00</subfield><subfield code="f">5.17.3gr</subfield><subfield code="d">43281</subfield><subfield code="e">--%%--</subfield><subfield code="j">--%%--</subfield><subfield code="y">l01</subfield><subfield code="z">19-12-12</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">00</subfield><subfield code="x">DE-Wis1</subfield><subfield code="8">00</subfield><subfield code="a">Rahmenknoten</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">00</subfield><subfield code="x">DE-Wis1</subfield><subfield code="8">01</subfield><subfield code="a">Rahmenecke</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">00</subfield><subfield code="x">DE-Wis1</subfield><subfield code="8">02</subfield><subfield code="a">Verformungsverhalten</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">00</subfield><subfield code="x">DE-Wis1</subfield><subfield code="8">03</subfield><subfield code="a">Deformationsverhalten</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">00</subfield><subfield code="x">DE-Wis1</subfield><subfield code="8">04</subfield><subfield code="a">Tragverhalten</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">00</subfield><subfield code="x">DE-Wis1</subfield><subfield code="8">05</subfield><subfield code="a">Bemessung</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">00</subfield><subfield code="x">DE-Wis1</subfield><subfield code="8">06</subfield><subfield code="a">Stabwerk</subfield></datafield><datafield tag="982" ind1=" " ind2=" "><subfield code="2">136</subfield><subfield code="1">00</subfield><subfield code="x">DE-Wis1</subfield><subfield code="8">07</subfield><subfield code="a">Stahlbetonbau</subfield></datafield><datafield tag="983" ind1=" " ind2=" 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