Spannglasträger – Glasträger mit vorgespannter Bewehrung : = Spannglass beams – glass beams with post-pensioned reinforcement

Gespeichert in:

Autor*in:	Engelmann, Michael - 1983- [verfasserIn]
Körperschaften:	Technische Universität Dresden [Grad-verleihende Institution]
Hochschulschrift:	Dissertation ; Dresden, Technische Universität Dresden ; 2017

Format:	E-Book
Sprache:	Deutsch

Erschienen:	Dresden: Technische Universität Dresden ; 2017 Dresden: Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden ; 2017 Dresden: Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden

Rechteinformationen:	Open Access Urheberrechtsschutz 1.0

Formangabe:	Hochschulschrift

Systematik:	ZI 7350

Umfang:	1 Online-Ressource (413 Seiten) ; Illustrationen, Diagramme

Weitere Ausgabe:	Erscheint auch als Druck-Ausgabe Engelmann, Michael, 1983 -: Spannglasträger – Glasträger mit vorgespannter Bewehrung - Dresden : Technische Universität Dresden, 2017

Links:	Link aufrufen Volltext Volltext

DOI / URN:	urn:nbn:de:bsz:14-qucosa-229676

Katalog-ID:	1001227514

Internformat


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245	1	0	\|a Spannglasträger – Glasträger mit vorgespannter Bewehrung \|b = Spannglass beams – glass beams with post-pensioned reinforcement \|c vorgelegt von Dipl.-Ing. Michael Engelmann
246	3	1	\|a Spannglass beams – glass beams with post-pensioned reinforcement
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982			\|2 2006 \|1 01 \|x DE-14 \|8 00 \|s s \|a Glas
982			\|2 2006 \|1 01 \|x DE-14 \|8 01 \|s s \|a Konstruktiver Glasbau
982			\|2 2006 \|1 01 \|x DE-14 \|8 02 \|s s \|a Glasträger
982			\|2 2006 \|1 01 \|x DE-14 \|8 03 \|s s \|a bewehrter Glasträger
982			\|2 2006 \|1 01 \|x DE-14 \|8 04 \|s s \|a Spannglasträger
982			\|2 2006 \|1 01 \|x DE-14 \|8 05 \|s s \|a redundant
982			\|2 2006 \|1 01 \|x DE-14 \|8 06 \|s s \|a Eurocode 2
982			\|2 2006 \|1 01 \|x DE-14 \|8 07 \|s s \|a DIN EN 1992
982			\|2 2006 \|1 01 \|x DE-14 \|8 08 \|s s \|a Spannbeton
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982			\|2 2006 \|1 01 \|x DE-14 \|8 12 \|s s \|a Seilvorspannung
982			\|2 2006 \|1 01 \|x DE-14 \|8 13 \|s s \|a Spannglied
982			\|2 2006 \|1 01 \|x DE-14 \|8 14 \|s s \|a Spannverfahren
982			\|2 2006 \|1 01 \|x DE-14 \|8 15 \|s s \|a Vorspannung ohne Verbund
982			\|2 2006 \|1 01 \|x DE-14 \|8 16 \|s s \|a Einfeldträger
982			\|2 2006 \|1 01 \|x DE-14 \|8 17 \|s s \|a experimentelle Untersuchung
982			\|2 2006 \|1 01 \|x DE-14 \|8 18 \|s s \|a Zwischenschicht
982			\|2 2006 \|1 01 \|x DE-14 \|8 19 \|s s \|a Verbundglas
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982			\|2 2006 \|1 01 \|x DE-14 \|8 22 \|s s \|a Verankerung
982			\|2 2006 \|1 01 \|x DE-14 \|8 23 \|s s \|a Umlenkung
982			\|2 2006 \|1 01 \|x DE-14 \|8 24 \|s s \|a Umlenkpunkt
982			\|2 2006 \|1 01 \|x DE-14 \|8 25 \|s s \|a Glaslaminat
982			\|2 2006 \|1 01 \|x DE-14 \|8 26 \|s s \|a Glasklotzung
982			\|2 2006 \|1 01 \|x DE-14 \|8 27 \|s s \|a Bauteilversuch
982			\|2 2006 \|1 01 \|x DE-14 \|8 28 \|s s \|a Biegeversuch
982			\|2 2006 \|1 01 \|x DE-14 \|8 29 \|s s \|a Vierpunkt-Biegeversuch
982			\|2 2006 \|1 01 \|x DE-14 \|8 30 \|s s \|a Dauerlast
982			\|2 2006 \|1 01 \|x DE-14 \|8 31 \|s s \|a Spannkraftverlust
982			\|2 2006 \|1 01 \|x DE-14 \|8 32 \|s s \|a Seilkraftverlust
982			\|2 2006 \|1 01 \|x DE-14 \|8 33 \|s s \|a Dauerhaftigkeit
982			\|2 2006 \|1 01 \|x DE-14 \|8 34 \|s s \|a Resttragfähigkeit
982			\|2 2006 \|1 01 \|x DE-14 \|8 35 \|s s \|a Erstriss
982			\|2 2006 \|1 01 \|x DE-14 \|8 36 \|s s \|a Resttragwiderstand
982			\|2 2006 \|1 01 \|x DE-14 \|8 37 \|s s \|a Reststandzeit
982			\|2 2006 \|1 01 \|x DE-14 \|8 38 \|s s \|a Temperaturlast
982			\|2 2006 \|1 01 \|x DE-14 \|8 39 \|s s \|a FEM
982			\|2 2006 \|1 01 \|x DE-14 \|8 40 \|s s \|a numerische Untersuchung
982			\|2 2006 \|1 01 \|x DE-14 \|8 41 \|s s \|a Stabwerk
982			\|2 2006 \|1 01 \|x DE-14 \|8 42 \|s s \|a Imperfektion
982			\|2 2006 \|1 01 \|x DE-14 \|8 43 \|s s \|a Sofistik
982			\|2 2006 \|1 01 \|x DE-14 \|8 44 \|s s \|a Tragverhalten
982			\|2 2006 \|1 01 \|x DE-14 \|8 45 \|s s \|a Bruchverhalten
982			\|2 2006 \|1 01 \|x DE-14 \|8 46 \|s s \|a Rissverhalten
982			\|2 2006 \|1 01 \|x DE-14 \|8 47 \|s s \|a Glasriss
982			\|2 2006 \|1 01 \|x DE-14 \|8 48 \|s s \|a Glasträger mit Bewehrung
982			\|2 2006 \|1 01 \|x DE-14 \|8 49 \|s s \|a Spannglasbrücke
982			\|2 2006 \|1 01 \|x DE-14 \|8 50 \|s s \|a Spannglasfassade
982			\|2 2006 \|1 01 \|x DE-14 \|8 51 \|s s \|a glass
982			\|2 2006 \|1 01 \|x DE-14 \|8 52 \|s s \|a structural glass
982			\|2 2006 \|1 01 \|x DE-14 \|8 53 \|s s \|a glass beam
982			\|2 2006 \|1 01 \|x DE-14 \|8 54 \|s s \|a reinforced glass beam
982			\|2 2006 \|1 01 \|x DE-14 \|8 55 \|s s \|a Spannglassbeam
982			\|2 2006 \|1 01 \|x DE-14 \|8 56 \|s s \|a redundant
982			\|2 2006 \|1 01 \|x DE-14 \|8 57 \|s s \|a Eurocode 2
982			\|2 2006 \|1 01 \|x DE-14 \|8 58 \|s s \|a DIN EN 1992
982			\|2 2006 \|1 01 \|x DE-14 \|8 59 \|s s \|a prestressed concrete
982			\|2 2006 \|1 01 \|x DE-14 \|8 60 \|s s \|a analogy
982			\|2 2006 \|1 01 \|x DE-14 \|8 61 \|s s \|a prestress
982			\|2 2006 \|1 01 \|x DE-14 \|8 62 \|s s \|a cable
982			\|2 2006 \|1 01 \|x DE-14 \|8 63 \|s s \|a post-tensioned
982			\|2 2006 \|1 01 \|x DE-14 \|8 64 \|s s \|a unbonded
982			\|2 2006 \|1 01 \|x DE-14 \|8 65 \|s s \|a single span beam
982			\|2 2006 \|1 01 \|x DE-14 \|8 66 \|s s \|a experimental investigation
982			\|2 2006 \|1 01 \|x DE-14 \|8 67 \|s s \|a interlayer
982			\|2 2006 \|1 01 \|x DE-14 \|8 68 \|s s \|a laminated glass
982			\|2 2006 \|1 01 \|x DE-14 \|8 69 \|s s \|a laminated glass edge
982			\|2 2006 \|1 01 \|x DE-14 \|8 70 \|s s \|a tolerance
982			\|2 2006 \|1 01 \|x DE-14 \|8 71 \|s s \|a anchorage
982			\|2 2006 \|1 01 \|x DE-14 \|8 72 \|s s \|a deviator
982			\|2 2006 \|1 01 \|x DE-14 \|8 73 \|s s \|a glass blocking
982			\|2 2006 \|1 01 \|x DE-14 \|8 74 \|s s \|a bending test
982			\|2 2006 \|1 01 \|x DE-14 \|8 75 \|s s \|a four-point bending
982			\|2 2006 \|1 01 \|x DE-14 \|8 76 \|s s \|a constant load
982			\|2 2006 \|1 01 \|x DE-14 \|8 77 \|s s \|a loss of prestress; durability
982			\|2 2006 \|1 01 \|x DE-14 \|8 78 \|s s \|a post-breakage performance
982			\|2 2006 \|1 01 \|x DE-14 \|8 79 \|s s \|a residual load-bearing capacity
982			\|2 2006 \|1 01 \|x DE-14 \|8 80 \|s s \|a initial crack
982			\|2 2006 \|1 01 \|x DE-14 \|8 81 \|s s \|a temperature load
982			\|2 2006 \|1 01 \|x DE-14 \|8 82 \|s s \|a FEM
982			\|2 2006 \|1 01 \|x DE-14 \|8 83 \|s s \|a numerical investigation
982			\|2 2006 \|1 01 \|x DE-14 \|8 84 \|s s \|a framework
982			\|2 2006 \|1 01 \|x DE-14 \|8 85 \|s s \|a imperfection
982			\|2 2006 \|1 01 \|x DE-14 \|8 86 \|s s \|a reinforced glass beam
982			\|2 2006 \|1 01 \|x DE-14 \|8 87 \|s s \|a Spannglassbridge
982			\|2 2006 \|1 01 \|x DE-14 \|8 88 \|s s \|a Spannglassfacade
983			\|2 60 \|1 01 \|x 0705 \|8 10 \|a ho
985			\|2 20 \|1 01 \|x 0084 \|a OLRD
985			\|2 110 \|1 01 \|x 3110 \|a OLRD
985			\|2 370 \|1 01 \|x 4370 \|a OLRD
995			\|2 22 \|1 01 \|x 0018 \|a SUBolrd
995			\|2 23 \|1 01 \|x 0830 \|a olr-d
995			\|2 60 \|1 01 \|x 0705 \|a OLRD
995			\|2 63 \|1 01 \|x 3401 \|a ORD
995			\|2 65 \|1 01 \|x 0003 \|a GBV-ODiss
995			\|2 132 \|1 01 \|x 0959 \|a OLR-DISS
995			\|2 151 \|1 01 \|x 0546 \|a OLR-ODISS
995			\|2 161 \|1 01 \|x 0960 \|a ORD
995			\|2 213 \|1 01 \|x 0551 \|a ORD
995			\|2 293 \|1 01 \|x 3293 \|a ORD
998			\|2 23 \|1 01 \|x 0830 \|0 2017-11-03:10:42:49

Indexfelder

matchkey_str	engelmannmichael:2017----:pngatgrlsremtogsan
oclc_num	1009039614 1010460460
publishDate	2017
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title_full	Spannglasträger – Glasträger mit vorgespannter Bewehrung = Spannglass beams – glass beams with post-pensioned reinforcement vorgelegt von Dipl.-Ing. Michael Engelmann
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title_sub	= Spannglass beams – glass beams with post-pensioned reinforcement
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title_sort	spannglasträger – glasträger mit vorgespannter bewehrung = spannglass beams – glass beams with post-pensioned reinforcement
title_auth	Spannglasträger – Glasträger mit vorgespannter Bewehrung = Spannglass beams – glass beams with post-pensioned reinforcement
url	http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 http://d-nb.info/1142736407/34
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spelling	17,O11 dnb 1142736407 DE-101 urn:nbn:de:bsz:14-qucosa-229676 urn (DE-627)1001227514 (DE-576)494502436 (DE-599)BSZ494502436 (OCoLC)1009039614 (OCoLC)1010460460 DE-627 ger DE-627 rda ger XA-DE-SN 690 690 690 BSZ 690 624 DE-101 ZI 7350 rvk (DE-625)rvk/156598: Engelmann, Michael 1983- verfasserin (DE-588)1141731762 (DE-627)1000719065 (DE-576)494502398 aut Spannglasträger – Glasträger mit vorgespannter Bewehrung = Spannglass beams – glass beams with post-pensioned reinforcement vorgelegt von Dipl.-Ing. Michael Engelmann Spannglass beams – glass beams with post-pensioned reinforcement Dresden Technische Universität Dresden 2017 Dresden Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden 2017 Dresden Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden 1 Online-Ressource (413 Seiten) Illustrationen, Diagramme Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Dissertation Dresden, Technische Universität Dresden 2017 Open Access Controlled Vocabulary for Access Rights DE-14 http://purl.org/coar/access_right/c_abf2 DE-14 Urheberrechtsschutz 1.0 rs http://rightsstatements.org/vocab/InC/1.0/ Archivierung/Langzeitarchivierung gewährleistet XA-DE-SN pdager DE-14 5010, 5090: ddsu,sred Hochschulschrift (DE-588)4113937-9 (DE-627)105825778 (DE-576)209480580 gnd-content Technische Universität Dresden Grad-verleihende Institution (DE-588)2024114-8 (DE-627)10215371X (DE-576)191767573 dgg Dresden (DE-588)4012995-0 (DE-627)106345745 (DE-576)20890140X uvp Erscheint auch als Druck-Ausgabe Engelmann, Michael, 1983 - Spannglasträger – Glasträger mit vorgespannter Bewehrung Dresden : Technische Universität Dresden, 2017 413 Seiten (DE-627)1564502414 (DE-576)49450241X Erscheint auch als Druck-Ausgabe: Engelmann, Michael, 1983 - : Spannglasträger Glasträger mit vorgespannter Bewehrung http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 application/pdf Resolving-System kostenfrei Volltext http://d-nb.info/1142736407/34 2017-11-01 Langzeitarchivierung Nationalbibliothek Volltext GBV-ODiss GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_21 ISIL_DE-46 GBV_ILN_22 ISIL_DE-18 GBV_ILN_23 ISIL_DE-830 GBV_ILN_30 ISIL_DE-104 GBV_ILN_40 ISIL_DE-7 GBV_ILN_60 ISIL_DE-705 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_65 ISIL_DE-3 GBV_ILN_70 ISIL_DE-89 GBV_ILN_105 ISIL_DE-841 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_132 ISIL_DE-959 GBV_ILN_151 ISIL_DE-546 GBV_ILN_161 ISIL_DE-960 GBV_ILN_213 ISIL_DE-551 GBV_ILN_293 ISIL_DE-960-3 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2403 ISIL_DE-LFER Blocktest ZI 7350 Glasbau Technik Bauingenieurwesen Bauweisen Glasbau (DE-627)1271506491 (DE-625)rvk/156598: (DE-576)201506491 BO 045F 690 045F 690 20 01 0084 1720216592 x 03-11-17 21 01 0046 1720231869 z 03-11-17 22 01 0018 172024782X SUBolrd xu 03-11-17 23 01 0830 1720262039 olr-d x 03-11-17 30 01 0104 1720273561 z 03-11-17 40 01 0007 1720285985 xsn 03-11-17 60 01 0705 1720301956 OLRD z 03-11-17 63 01 3401 1720315051 ORD x 03-11-17 65 01 0003 4168077780 GBV-ODiss Open Access z 17-07-22 70 01 0089 1787917479 zdt 26-07-18 105 01 0841 1720414106 z 03-11-17 110 01 3110 172034051X x 03-11-17 132 01 0959 172035197X OLR-DISS x 03-11-17 151 01 0546 358369581X OLR-ODISS z 31-01-20 161 01 0960 1720366039 ORD x 03-11-17 213 01 0551 1788049152 ORD x 26-07-18 293 01 3293 1720396345 ORD xf 03-11-17 370 01 4370 1788115236 x 26-07-18 2006 01 DE-14 3388168792 00 --%%-- --%%-- --%%-- --%%-- Elektronischer Volltext - Zugang über WWW l01 17-10-17 2061 01 DE-520 3388168873 00 --%%-- --%%-- --%%-- --%%-- l01 11-03-19 2403 01 DE-LFER 3388168954 00 --%%-- --%%-- n --%%-- l01 13-11-17 20 01 0084 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 21 01 0046 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 22 01 0018 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 23 01 0830 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 30 01 0104 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 40 01 0007 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 60 01 0705 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 63 01 3401 E-Book http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 LF 65 01 0003 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 70 01 0089 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 105 01 0841 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 110 01 3110 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 132 01 0959 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 151 01 0546 Volltext http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 161 01 0960 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 213 01 0551 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 293 01 3293 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 370 01 4370 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 2006 01 DE-14 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 2403 01 DE-LFER http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 2006 01 DE-14 00 s Glas 2006 01 DE-14 01 s Konstruktiver Glasbau 2006 01 DE-14 02 s Glasträger 2006 01 DE-14 03 s bewehrter Glasträger 2006 01 DE-14 04 s Spannglasträger 2006 01 DE-14 05 s redundant 2006 01 DE-14 06 s Eurocode 2 2006 01 DE-14 07 s DIN EN 1992 2006 01 DE-14 08 s Spannbeton 2006 01 DE-14 09 s Analogiebetrachtung 2006 01 DE-14 10 s Vorspannung 2006 01 DE-14 11 s Vorspannbelastung 2006 01 DE-14 12 s Seilvorspannung 2006 01 DE-14 13 s Spannglied 2006 01 DE-14 14 s Spannverfahren 2006 01 DE-14 15 s Vorspannung ohne Verbund 2006 01 DE-14 16 s Einfeldträger 2006 01 DE-14 17 s experimentelle Untersuchung 2006 01 DE-14 18 s Zwischenschicht 2006 01 DE-14 19 s Verbundglas 2006 01 DE-14 20 s Verbundglaskante 2006 01 DE-14 21 s Toleranzausgleich 2006 01 DE-14 22 s Verankerung 2006 01 DE-14 23 s Umlenkung 2006 01 DE-14 24 s Umlenkpunkt 2006 01 DE-14 25 s Glaslaminat 2006 01 DE-14 26 s Glasklotzung 2006 01 DE-14 27 s Bauteilversuch 2006 01 DE-14 28 s Biegeversuch 2006 01 DE-14 29 s Vierpunkt-Biegeversuch 2006 01 DE-14 30 s Dauerlast 2006 01 DE-14 31 s Spannkraftverlust 2006 01 DE-14 32 s Seilkraftverlust 2006 01 DE-14 33 s Dauerhaftigkeit 2006 01 DE-14 34 s Resttragfähigkeit 2006 01 DE-14 35 s Erstriss 2006 01 DE-14 36 s Resttragwiderstand 2006 01 DE-14 37 s Reststandzeit 2006 01 DE-14 38 s Temperaturlast 2006 01 DE-14 39 s FEM 2006 01 DE-14 40 s numerische Untersuchung 2006 01 DE-14 41 s Stabwerk 2006 01 DE-14 42 s Imperfektion 2006 01 DE-14 43 s Sofistik 2006 01 DE-14 44 s Tragverhalten 2006 01 DE-14 45 s Bruchverhalten 2006 01 DE-14 46 s Rissverhalten 2006 01 DE-14 47 s Glasriss 2006 01 DE-14 48 s Glasträger mit Bewehrung 2006 01 DE-14 49 s Spannglasbrücke 2006 01 DE-14 50 s Spannglasfassade 2006 01 DE-14 51 s glass 2006 01 DE-14 52 s structural glass 2006 01 DE-14 53 s glass beam 2006 01 DE-14 54 s reinforced glass beam 2006 01 DE-14 55 s Spannglassbeam 2006 01 DE-14 56 s redundant 2006 01 DE-14 57 s Eurocode 2 2006 01 DE-14 58 s DIN EN 1992 2006 01 DE-14 59 s prestressed concrete 2006 01 DE-14 60 s analogy 2006 01 DE-14 61 s prestress 2006 01 DE-14 62 s cable 2006 01 DE-14 63 s post-tensioned 2006 01 DE-14 64 s unbonded 2006 01 DE-14 65 s single span beam 2006 01 DE-14 66 s experimental investigation 2006 01 DE-14 67 s interlayer 2006 01 DE-14 68 s laminated glass 2006 01 DE-14 69 s laminated glass edge 2006 01 DE-14 70 s tolerance 2006 01 DE-14 71 s anchorage 2006 01 DE-14 72 s deviator 2006 01 DE-14 73 s glass blocking 2006 01 DE-14 74 s bending test 2006 01 DE-14 75 s four-point bending 2006 01 DE-14 76 s constant load 2006 01 DE-14 77 s loss of prestress; durability 2006 01 DE-14 78 s post-breakage performance 2006 01 DE-14 79 s residual load-bearing capacity 2006 01 DE-14 80 s initial crack 2006 01 DE-14 81 s temperature load 2006 01 DE-14 82 s FEM 2006 01 DE-14 83 s numerical investigation 2006 01 DE-14 84 s framework 2006 01 DE-14 85 s imperfection 2006 01 DE-14 86 s reinforced glass beam 2006 01 DE-14 87 s Spannglassbridge 2006 01 DE-14 88 s Spannglassfacade 60 01 0705 10 ho 20 01 0084 OLRD 110 01 3110 OLRD 370 01 4370 OLRD 22 01 0018 SUBolrd 23 01 0830 olr-d 60 01 0705 OLRD 63 01 3401 ORD 65 01 0003 GBV-ODiss 132 01 0959 OLR-DISS 151 01 0546 OLR-ODISS 161 01 0960 ORD 213 01 0551 ORD 293 01 3293 ORD 23 01 0830 2017-11-03:10:42:49
allfields_unstemmed	17,O11 dnb 1142736407 DE-101 urn:nbn:de:bsz:14-qucosa-229676 urn (DE-627)1001227514 (DE-576)494502436 (DE-599)BSZ494502436 (OCoLC)1009039614 (OCoLC)1010460460 DE-627 ger DE-627 rda ger XA-DE-SN 690 690 690 BSZ 690 624 DE-101 ZI 7350 rvk (DE-625)rvk/156598: Engelmann, Michael 1983- verfasserin (DE-588)1141731762 (DE-627)1000719065 (DE-576)494502398 aut Spannglasträger – Glasträger mit vorgespannter Bewehrung = Spannglass beams – glass beams with post-pensioned reinforcement vorgelegt von Dipl.-Ing. Michael Engelmann Spannglass beams – glass beams with post-pensioned reinforcement Dresden Technische Universität Dresden 2017 Dresden Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden 2017 Dresden Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden 1 Online-Ressource (413 Seiten) Illustrationen, Diagramme Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Dissertation Dresden, Technische Universität Dresden 2017 Open Access Controlled Vocabulary for Access Rights DE-14 http://purl.org/coar/access_right/c_abf2 DE-14 Urheberrechtsschutz 1.0 rs http://rightsstatements.org/vocab/InC/1.0/ Archivierung/Langzeitarchivierung gewährleistet XA-DE-SN pdager DE-14 5010, 5090: ddsu,sred Hochschulschrift (DE-588)4113937-9 (DE-627)105825778 (DE-576)209480580 gnd-content Technische Universität Dresden Grad-verleihende Institution (DE-588)2024114-8 (DE-627)10215371X (DE-576)191767573 dgg Dresden (DE-588)4012995-0 (DE-627)106345745 (DE-576)20890140X uvp Erscheint auch als Druck-Ausgabe Engelmann, Michael, 1983 - Spannglasträger – Glasträger mit vorgespannter Bewehrung Dresden : Technische Universität Dresden, 2017 413 Seiten (DE-627)1564502414 (DE-576)49450241X Erscheint auch als Druck-Ausgabe: Engelmann, Michael, 1983 - : Spannglasträger Glasträger mit vorgespannter Bewehrung http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 application/pdf Resolving-System kostenfrei Volltext http://d-nb.info/1142736407/34 2017-11-01 Langzeitarchivierung Nationalbibliothek Volltext GBV-ODiss GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_21 ISIL_DE-46 GBV_ILN_22 ISIL_DE-18 GBV_ILN_23 ISIL_DE-830 GBV_ILN_30 ISIL_DE-104 GBV_ILN_40 ISIL_DE-7 GBV_ILN_60 ISIL_DE-705 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_65 ISIL_DE-3 GBV_ILN_70 ISIL_DE-89 GBV_ILN_105 ISIL_DE-841 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_132 ISIL_DE-959 GBV_ILN_151 ISIL_DE-546 GBV_ILN_161 ISIL_DE-960 GBV_ILN_213 ISIL_DE-551 GBV_ILN_293 ISIL_DE-960-3 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2403 ISIL_DE-LFER Blocktest ZI 7350 Glasbau Technik Bauingenieurwesen Bauweisen Glasbau (DE-627)1271506491 (DE-625)rvk/156598: (DE-576)201506491 BO 045F 690 045F 690 20 01 0084 1720216592 x 03-11-17 21 01 0046 1720231869 z 03-11-17 22 01 0018 172024782X SUBolrd xu 03-11-17 23 01 0830 1720262039 olr-d x 03-11-17 30 01 0104 1720273561 z 03-11-17 40 01 0007 1720285985 xsn 03-11-17 60 01 0705 1720301956 OLRD z 03-11-17 63 01 3401 1720315051 ORD x 03-11-17 65 01 0003 4168077780 GBV-ODiss Open Access z 17-07-22 70 01 0089 1787917479 zdt 26-07-18 105 01 0841 1720414106 z 03-11-17 110 01 3110 172034051X x 03-11-17 132 01 0959 172035197X OLR-DISS x 03-11-17 151 01 0546 358369581X OLR-ODISS z 31-01-20 161 01 0960 1720366039 ORD x 03-11-17 213 01 0551 1788049152 ORD x 26-07-18 293 01 3293 1720396345 ORD xf 03-11-17 370 01 4370 1788115236 x 26-07-18 2006 01 DE-14 3388168792 00 --%%-- --%%-- --%%-- --%%-- Elektronischer Volltext - Zugang über WWW l01 17-10-17 2061 01 DE-520 3388168873 00 --%%-- --%%-- --%%-- --%%-- l01 11-03-19 2403 01 DE-LFER 3388168954 00 --%%-- --%%-- n --%%-- l01 13-11-17 20 01 0084 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 21 01 0046 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 22 01 0018 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 23 01 0830 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 30 01 0104 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 40 01 0007 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 60 01 0705 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 63 01 3401 E-Book http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 LF 65 01 0003 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 70 01 0089 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 105 01 0841 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 110 01 3110 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 132 01 0959 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 151 01 0546 Volltext http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 161 01 0960 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 213 01 0551 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 293 01 3293 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 370 01 4370 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 2006 01 DE-14 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 2403 01 DE-LFER http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 2006 01 DE-14 00 s Glas 2006 01 DE-14 01 s Konstruktiver Glasbau 2006 01 DE-14 02 s Glasträger 2006 01 DE-14 03 s bewehrter Glasträger 2006 01 DE-14 04 s Spannglasträger 2006 01 DE-14 05 s redundant 2006 01 DE-14 06 s Eurocode 2 2006 01 DE-14 07 s DIN EN 1992 2006 01 DE-14 08 s Spannbeton 2006 01 DE-14 09 s Analogiebetrachtung 2006 01 DE-14 10 s Vorspannung 2006 01 DE-14 11 s Vorspannbelastung 2006 01 DE-14 12 s Seilvorspannung 2006 01 DE-14 13 s Spannglied 2006 01 DE-14 14 s Spannverfahren 2006 01 DE-14 15 s Vorspannung ohne Verbund 2006 01 DE-14 16 s Einfeldträger 2006 01 DE-14 17 s experimentelle Untersuchung 2006 01 DE-14 18 s Zwischenschicht 2006 01 DE-14 19 s Verbundglas 2006 01 DE-14 20 s Verbundglaskante 2006 01 DE-14 21 s Toleranzausgleich 2006 01 DE-14 22 s Verankerung 2006 01 DE-14 23 s Umlenkung 2006 01 DE-14 24 s Umlenkpunkt 2006 01 DE-14 25 s Glaslaminat 2006 01 DE-14 26 s Glasklotzung 2006 01 DE-14 27 s Bauteilversuch 2006 01 DE-14 28 s Biegeversuch 2006 01 DE-14 29 s Vierpunkt-Biegeversuch 2006 01 DE-14 30 s Dauerlast 2006 01 DE-14 31 s Spannkraftverlust 2006 01 DE-14 32 s Seilkraftverlust 2006 01 DE-14 33 s Dauerhaftigkeit 2006 01 DE-14 34 s Resttragfähigkeit 2006 01 DE-14 35 s Erstriss 2006 01 DE-14 36 s Resttragwiderstand 2006 01 DE-14 37 s Reststandzeit 2006 01 DE-14 38 s Temperaturlast 2006 01 DE-14 39 s FEM 2006 01 DE-14 40 s numerische Untersuchung 2006 01 DE-14 41 s Stabwerk 2006 01 DE-14 42 s Imperfektion 2006 01 DE-14 43 s Sofistik 2006 01 DE-14 44 s Tragverhalten 2006 01 DE-14 45 s Bruchverhalten 2006 01 DE-14 46 s Rissverhalten 2006 01 DE-14 47 s Glasriss 2006 01 DE-14 48 s Glasträger mit Bewehrung 2006 01 DE-14 49 s Spannglasbrücke 2006 01 DE-14 50 s Spannglasfassade 2006 01 DE-14 51 s glass 2006 01 DE-14 52 s structural glass 2006 01 DE-14 53 s glass beam 2006 01 DE-14 54 s reinforced glass beam 2006 01 DE-14 55 s Spannglassbeam 2006 01 DE-14 56 s redundant 2006 01 DE-14 57 s Eurocode 2 2006 01 DE-14 58 s DIN EN 1992 2006 01 DE-14 59 s prestressed concrete 2006 01 DE-14 60 s analogy 2006 01 DE-14 61 s prestress 2006 01 DE-14 62 s cable 2006 01 DE-14 63 s post-tensioned 2006 01 DE-14 64 s unbonded 2006 01 DE-14 65 s single span beam 2006 01 DE-14 66 s experimental investigation 2006 01 DE-14 67 s interlayer 2006 01 DE-14 68 s laminated glass 2006 01 DE-14 69 s laminated glass edge 2006 01 DE-14 70 s tolerance 2006 01 DE-14 71 s anchorage 2006 01 DE-14 72 s deviator 2006 01 DE-14 73 s glass blocking 2006 01 DE-14 74 s bending test 2006 01 DE-14 75 s four-point bending 2006 01 DE-14 76 s constant load 2006 01 DE-14 77 s loss of prestress; durability 2006 01 DE-14 78 s post-breakage performance 2006 01 DE-14 79 s residual load-bearing capacity 2006 01 DE-14 80 s initial crack 2006 01 DE-14 81 s temperature load 2006 01 DE-14 82 s FEM 2006 01 DE-14 83 s numerical investigation 2006 01 DE-14 84 s framework 2006 01 DE-14 85 s imperfection 2006 01 DE-14 86 s reinforced glass beam 2006 01 DE-14 87 s Spannglassbridge 2006 01 DE-14 88 s Spannglassfacade 60 01 0705 10 ho 20 01 0084 OLRD 110 01 3110 OLRD 370 01 4370 OLRD 22 01 0018 SUBolrd 23 01 0830 olr-d 60 01 0705 OLRD 63 01 3401 ORD 65 01 0003 GBV-ODiss 132 01 0959 OLR-DISS 151 01 0546 OLR-ODISS 161 01 0960 ORD 213 01 0551 ORD 293 01 3293 ORD 23 01 0830 2017-11-03:10:42:49
allfieldsGer	17,O11 dnb 1142736407 DE-101 urn:nbn:de:bsz:14-qucosa-229676 urn (DE-627)1001227514 (DE-576)494502436 (DE-599)BSZ494502436 (OCoLC)1009039614 (OCoLC)1010460460 DE-627 ger DE-627 rda ger XA-DE-SN 690 690 690 BSZ 690 624 DE-101 ZI 7350 rvk (DE-625)rvk/156598: Engelmann, Michael 1983- verfasserin (DE-588)1141731762 (DE-627)1000719065 (DE-576)494502398 aut Spannglasträger – Glasträger mit vorgespannter Bewehrung = Spannglass beams – glass beams with post-pensioned reinforcement vorgelegt von Dipl.-Ing. Michael Engelmann Spannglass beams – glass beams with post-pensioned reinforcement Dresden Technische Universität Dresden 2017 Dresden Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden 2017 Dresden Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden 1 Online-Ressource (413 Seiten) Illustrationen, Diagramme Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Dissertation Dresden, Technische Universität Dresden 2017 Open Access Controlled Vocabulary for Access Rights DE-14 http://purl.org/coar/access_right/c_abf2 DE-14 Urheberrechtsschutz 1.0 rs http://rightsstatements.org/vocab/InC/1.0/ Archivierung/Langzeitarchivierung gewährleistet XA-DE-SN pdager DE-14 5010, 5090: ddsu,sred Hochschulschrift (DE-588)4113937-9 (DE-627)105825778 (DE-576)209480580 gnd-content Technische Universität Dresden Grad-verleihende Institution (DE-588)2024114-8 (DE-627)10215371X (DE-576)191767573 dgg Dresden (DE-588)4012995-0 (DE-627)106345745 (DE-576)20890140X uvp Erscheint auch als Druck-Ausgabe Engelmann, Michael, 1983 - Spannglasträger – Glasträger mit vorgespannter Bewehrung Dresden : Technische Universität Dresden, 2017 413 Seiten (DE-627)1564502414 (DE-576)49450241X Erscheint auch als Druck-Ausgabe: Engelmann, Michael, 1983 - : Spannglasträger Glasträger mit vorgespannter Bewehrung http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 application/pdf Resolving-System kostenfrei Volltext http://d-nb.info/1142736407/34 2017-11-01 Langzeitarchivierung Nationalbibliothek Volltext GBV-ODiss GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_21 ISIL_DE-46 GBV_ILN_22 ISIL_DE-18 GBV_ILN_23 ISIL_DE-830 GBV_ILN_30 ISIL_DE-104 GBV_ILN_40 ISIL_DE-7 GBV_ILN_60 ISIL_DE-705 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_65 ISIL_DE-3 GBV_ILN_70 ISIL_DE-89 GBV_ILN_105 ISIL_DE-841 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_132 ISIL_DE-959 GBV_ILN_151 ISIL_DE-546 GBV_ILN_161 ISIL_DE-960 GBV_ILN_213 ISIL_DE-551 GBV_ILN_293 ISIL_DE-960-3 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2403 ISIL_DE-LFER Blocktest ZI 7350 Glasbau Technik Bauingenieurwesen Bauweisen Glasbau (DE-627)1271506491 (DE-625)rvk/156598: (DE-576)201506491 BO 045F 690 045F 690 20 01 0084 1720216592 x 03-11-17 21 01 0046 1720231869 z 03-11-17 22 01 0018 172024782X SUBolrd xu 03-11-17 23 01 0830 1720262039 olr-d x 03-11-17 30 01 0104 1720273561 z 03-11-17 40 01 0007 1720285985 xsn 03-11-17 60 01 0705 1720301956 OLRD z 03-11-17 63 01 3401 1720315051 ORD x 03-11-17 65 01 0003 4168077780 GBV-ODiss Open Access z 17-07-22 70 01 0089 1787917479 zdt 26-07-18 105 01 0841 1720414106 z 03-11-17 110 01 3110 172034051X x 03-11-17 132 01 0959 172035197X OLR-DISS x 03-11-17 151 01 0546 358369581X OLR-ODISS z 31-01-20 161 01 0960 1720366039 ORD x 03-11-17 213 01 0551 1788049152 ORD x 26-07-18 293 01 3293 1720396345 ORD xf 03-11-17 370 01 4370 1788115236 x 26-07-18 2006 01 DE-14 3388168792 00 --%%-- --%%-- --%%-- --%%-- Elektronischer Volltext - Zugang über WWW l01 17-10-17 2061 01 DE-520 3388168873 00 --%%-- --%%-- --%%-- --%%-- l01 11-03-19 2403 01 DE-LFER 3388168954 00 --%%-- --%%-- n --%%-- l01 13-11-17 20 01 0084 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 21 01 0046 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 22 01 0018 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 23 01 0830 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 30 01 0104 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 40 01 0007 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 60 01 0705 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 63 01 3401 E-Book http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 LF 65 01 0003 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 70 01 0089 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 105 01 0841 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 110 01 3110 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 132 01 0959 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 151 01 0546 Volltext http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 161 01 0960 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 213 01 0551 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 293 01 3293 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 370 01 4370 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 2006 01 DE-14 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 2403 01 DE-LFER http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 2006 01 DE-14 00 s Glas 2006 01 DE-14 01 s Konstruktiver Glasbau 2006 01 DE-14 02 s Glasträger 2006 01 DE-14 03 s bewehrter Glasträger 2006 01 DE-14 04 s Spannglasträger 2006 01 DE-14 05 s redundant 2006 01 DE-14 06 s Eurocode 2 2006 01 DE-14 07 s DIN EN 1992 2006 01 DE-14 08 s Spannbeton 2006 01 DE-14 09 s Analogiebetrachtung 2006 01 DE-14 10 s Vorspannung 2006 01 DE-14 11 s Vorspannbelastung 2006 01 DE-14 12 s Seilvorspannung 2006 01 DE-14 13 s Spannglied 2006 01 DE-14 14 s Spannverfahren 2006 01 DE-14 15 s Vorspannung ohne Verbund 2006 01 DE-14 16 s Einfeldträger 2006 01 DE-14 17 s experimentelle Untersuchung 2006 01 DE-14 18 s Zwischenschicht 2006 01 DE-14 19 s Verbundglas 2006 01 DE-14 20 s Verbundglaskante 2006 01 DE-14 21 s Toleranzausgleich 2006 01 DE-14 22 s Verankerung 2006 01 DE-14 23 s Umlenkung 2006 01 DE-14 24 s Umlenkpunkt 2006 01 DE-14 25 s Glaslaminat 2006 01 DE-14 26 s Glasklotzung 2006 01 DE-14 27 s Bauteilversuch 2006 01 DE-14 28 s Biegeversuch 2006 01 DE-14 29 s Vierpunkt-Biegeversuch 2006 01 DE-14 30 s Dauerlast 2006 01 DE-14 31 s Spannkraftverlust 2006 01 DE-14 32 s Seilkraftverlust 2006 01 DE-14 33 s Dauerhaftigkeit 2006 01 DE-14 34 s Resttragfähigkeit 2006 01 DE-14 35 s Erstriss 2006 01 DE-14 36 s Resttragwiderstand 2006 01 DE-14 37 s Reststandzeit 2006 01 DE-14 38 s Temperaturlast 2006 01 DE-14 39 s FEM 2006 01 DE-14 40 s numerische Untersuchung 2006 01 DE-14 41 s Stabwerk 2006 01 DE-14 42 s Imperfektion 2006 01 DE-14 43 s Sofistik 2006 01 DE-14 44 s Tragverhalten 2006 01 DE-14 45 s Bruchverhalten 2006 01 DE-14 46 s Rissverhalten 2006 01 DE-14 47 s Glasriss 2006 01 DE-14 48 s Glasträger mit Bewehrung 2006 01 DE-14 49 s Spannglasbrücke 2006 01 DE-14 50 s Spannglasfassade 2006 01 DE-14 51 s glass 2006 01 DE-14 52 s structural glass 2006 01 DE-14 53 s glass beam 2006 01 DE-14 54 s reinforced glass beam 2006 01 DE-14 55 s Spannglassbeam 2006 01 DE-14 56 s redundant 2006 01 DE-14 57 s Eurocode 2 2006 01 DE-14 58 s DIN EN 1992 2006 01 DE-14 59 s prestressed concrete 2006 01 DE-14 60 s analogy 2006 01 DE-14 61 s prestress 2006 01 DE-14 62 s cable 2006 01 DE-14 63 s post-tensioned 2006 01 DE-14 64 s unbonded 2006 01 DE-14 65 s single span beam 2006 01 DE-14 66 s experimental investigation 2006 01 DE-14 67 s interlayer 2006 01 DE-14 68 s laminated glass 2006 01 DE-14 69 s laminated glass edge 2006 01 DE-14 70 s tolerance 2006 01 DE-14 71 s anchorage 2006 01 DE-14 72 s deviator 2006 01 DE-14 73 s glass blocking 2006 01 DE-14 74 s bending test 2006 01 DE-14 75 s four-point bending 2006 01 DE-14 76 s constant load 2006 01 DE-14 77 s loss of prestress; durability 2006 01 DE-14 78 s post-breakage performance 2006 01 DE-14 79 s residual load-bearing capacity 2006 01 DE-14 80 s initial crack 2006 01 DE-14 81 s temperature load 2006 01 DE-14 82 s FEM 2006 01 DE-14 83 s numerical investigation 2006 01 DE-14 84 s framework 2006 01 DE-14 85 s imperfection 2006 01 DE-14 86 s reinforced glass beam 2006 01 DE-14 87 s Spannglassbridge 2006 01 DE-14 88 s Spannglassfacade 60 01 0705 10 ho 20 01 0084 OLRD 110 01 3110 OLRD 370 01 4370 OLRD 22 01 0018 SUBolrd 23 01 0830 olr-d 60 01 0705 OLRD 63 01 3401 ORD 65 01 0003 GBV-ODiss 132 01 0959 OLR-DISS 151 01 0546 OLR-ODISS 161 01 0960 ORD 213 01 0551 ORD 293 01 3293 ORD 23 01 0830 2017-11-03:10:42:49
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Michael Engelmann Spannglass beams – glass beams with post-pensioned reinforcement Dresden Technische Universität Dresden 2017 Dresden Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden 2017 Dresden Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden 1 Online-Ressource (413 Seiten) Illustrationen, Diagramme Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier Dissertation Dresden, Technische Universität Dresden 2017 Open Access Controlled Vocabulary for Access Rights DE-14 http://purl.org/coar/access_right/c_abf2 DE-14 Urheberrechtsschutz 1.0 rs http://rightsstatements.org/vocab/InC/1.0/ Archivierung/Langzeitarchivierung gewährleistet XA-DE-SN pdager DE-14 5010, 5090: ddsu,sred Hochschulschrift (DE-588)4113937-9 (DE-627)105825778 (DE-576)209480580 gnd-content Technische Universität Dresden Grad-verleihende Institution (DE-588)2024114-8 (DE-627)10215371X (DE-576)191767573 dgg Dresden (DE-588)4012995-0 (DE-627)106345745 (DE-576)20890140X uvp Erscheint auch als Druck-Ausgabe Engelmann, Michael, 1983 - Spannglasträger – Glasträger mit vorgespannter Bewehrung Dresden : Technische Universität Dresden, 2017 413 Seiten (DE-627)1564502414 (DE-576)49450241X Erscheint auch als Druck-Ausgabe: Engelmann, Michael, 1983 - : Spannglasträger Glasträger mit vorgespannter Bewehrung http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 application/pdf Resolving-System kostenfrei Volltext http://d-nb.info/1142736407/34 2017-11-01 Langzeitarchivierung Nationalbibliothek Volltext GBV-ODiss GBV_ILN_20 ISIL_DE-84 SYSFLAG_1 GBV_KXP GBV_ILN_21 ISIL_DE-46 GBV_ILN_22 ISIL_DE-18 GBV_ILN_23 ISIL_DE-830 GBV_ILN_30 ISIL_DE-104 GBV_ILN_40 ISIL_DE-7 GBV_ILN_60 ISIL_DE-705 GBV_ILN_63 ISIL_DE-Wim2 GBV_ILN_65 ISIL_DE-3 GBV_ILN_70 ISIL_DE-89 GBV_ILN_105 ISIL_DE-841 GBV_ILN_110 ISIL_DE-Luen4 GBV_ILN_132 ISIL_DE-959 GBV_ILN_151 ISIL_DE-546 GBV_ILN_161 ISIL_DE-960 GBV_ILN_213 ISIL_DE-551 GBV_ILN_293 ISIL_DE-960-3 GBV_ILN_370 ISIL_DE-1373 GBV_ILN_2006 ISIL_DE-14 GBV_ILN_2061 ISIL_DE-520 GBV_ILN_2403 ISIL_DE-LFER Blocktest ZI 7350 Glasbau Technik Bauingenieurwesen Bauweisen Glasbau (DE-627)1271506491 (DE-625)rvk/156598: (DE-576)201506491 BO 045F 690 045F 690 20 01 0084 1720216592 x 03-11-17 21 01 0046 1720231869 z 03-11-17 22 01 0018 172024782X SUBolrd xu 03-11-17 23 01 0830 1720262039 olr-d x 03-11-17 30 01 0104 1720273561 z 03-11-17 40 01 0007 1720285985 xsn 03-11-17 60 01 0705 1720301956 OLRD z 03-11-17 63 01 3401 1720315051 ORD x 03-11-17 65 01 0003 4168077780 GBV-ODiss Open Access z 17-07-22 70 01 0089 1787917479 zdt 26-07-18 105 01 0841 1720414106 z 03-11-17 110 01 3110 172034051X x 03-11-17 132 01 0959 172035197X OLR-DISS x 03-11-17 151 01 0546 358369581X OLR-ODISS z 31-01-20 161 01 0960 1720366039 ORD x 03-11-17 213 01 0551 1788049152 ORD x 26-07-18 293 01 3293 1720396345 ORD xf 03-11-17 370 01 4370 1788115236 x 26-07-18 2006 01 DE-14 3388168792 00 --%%-- --%%-- --%%-- --%%-- Elektronischer Volltext - Zugang über WWW l01 17-10-17 2061 01 DE-520 3388168873 00 --%%-- --%%-- --%%-- --%%-- l01 11-03-19 2403 01 DE-LFER 3388168954 00 --%%-- --%%-- n --%%-- l01 13-11-17 20 01 0084 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 21 01 0046 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 22 01 0018 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 23 01 0830 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 30 01 0104 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 40 01 0007 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 60 01 0705 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 63 01 3401 E-Book http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 LF 65 01 0003 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 70 01 0089 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 105 01 0841 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 110 01 3110 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 132 01 0959 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 151 01 0546 Volltext http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 161 01 0960 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 213 01 0551 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 293 01 3293 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 370 01 4370 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 2006 01 DE-14 http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 2403 01 DE-LFER http://nbn-resolving.de/urn:nbn:de:bsz:14-qucosa-229676 2006 01 DE-14 00 s Glas 2006 01 DE-14 01 s Konstruktiver Glasbau 2006 01 DE-14 02 s Glasträger 2006 01 DE-14 03 s bewehrter Glasträger 2006 01 DE-14 04 s Spannglasträger 2006 01 DE-14 05 s redundant 2006 01 DE-14 06 s Eurocode 2 2006 01 DE-14 07 s DIN EN 1992 2006 01 DE-14 08 s Spannbeton 2006 01 DE-14 09 s Analogiebetrachtung 2006 01 DE-14 10 s Vorspannung 2006 01 DE-14 11 s Vorspannbelastung 2006 01 DE-14 12 s Seilvorspannung 2006 01 DE-14 13 s Spannglied 2006 01 DE-14 14 s Spannverfahren 2006 01 DE-14 15 s Vorspannung ohne Verbund 2006 01 DE-14 16 s Einfeldträger 2006 01 DE-14 17 s experimentelle Untersuchung 2006 01 DE-14 18 s Zwischenschicht 2006 01 DE-14 19 s Verbundglas 2006 01 DE-14 20 s Verbundglaskante 2006 01 DE-14 21 s Toleranzausgleich 2006 01 DE-14 22 s Verankerung 2006 01 DE-14 23 s Umlenkung 2006 01 DE-14 24 s Umlenkpunkt 2006 01 DE-14 25 s Glaslaminat 2006 01 DE-14 26 s Glasklotzung 2006 01 DE-14 27 s Bauteilversuch 2006 01 DE-14 28 s Biegeversuch 2006 01 DE-14 29 s Vierpunkt-Biegeversuch 2006 01 DE-14 30 s Dauerlast 2006 01 DE-14 31 s Spannkraftverlust 2006 01 DE-14 32 s Seilkraftverlust 2006 01 DE-14 33 s Dauerhaftigkeit 2006 01 DE-14 34 s Resttragfähigkeit 2006 01 DE-14 35 s Erstriss 2006 01 DE-14 36 s Resttragwiderstand 2006 01 DE-14 37 s Reststandzeit 2006 01 DE-14 38 s Temperaturlast 2006 01 DE-14 39 s FEM 2006 01 DE-14 40 s numerische Untersuchung 2006 01 DE-14 41 s Stabwerk 2006 01 DE-14 42 s Imperfektion 2006 01 DE-14 43 s Sofistik 2006 01 DE-14 44 s Tragverhalten 2006 01 DE-14 45 s Bruchverhalten 2006 01 DE-14 46 s Rissverhalten 2006 01 DE-14 47 s Glasriss 2006 01 DE-14 48 s Glasträger mit Bewehrung 2006 01 DE-14 49 s Spannglasbrücke 2006 01 DE-14 50 s Spannglasfassade 2006 01 DE-14 51 s glass 2006 01 DE-14 52 s structural glass 2006 01 DE-14 53 s glass beam 2006 01 DE-14 54 s reinforced glass beam 2006 01 DE-14 55 s Spannglassbeam 2006 01 DE-14 56 s redundant 2006 01 DE-14 57 s Eurocode 2 2006 01 DE-14 58 s DIN EN 1992 2006 01 DE-14 59 s prestressed concrete 2006 01 DE-14 60 s analogy 2006 01 DE-14 61 s prestress 2006 01 DE-14 62 s cable 2006 01 DE-14 63 s post-tensioned 2006 01 DE-14 64 s unbonded 2006 01 DE-14 65 s single span beam 2006 01 DE-14 66 s experimental investigation 2006 01 DE-14 67 s interlayer 2006 01 DE-14 68 s laminated glass 2006 01 DE-14 69 s laminated glass edge 2006 01 DE-14 70 s tolerance 2006 01 DE-14 71 s anchorage 2006 01 DE-14 72 s deviator 2006 01 DE-14 73 s glass blocking 2006 01 DE-14 74 s bending test 2006 01 DE-14 75 s four-point bending 2006 01 DE-14 76 s constant load 2006 01 DE-14 77 s loss of prestress; durability 2006 01 DE-14 78 s post-breakage performance 2006 01 DE-14 79 s residual load-bearing capacity 2006 01 DE-14 80 s initial crack 2006 01 DE-14 81 s temperature load 2006 01 DE-14 82 s FEM 2006 01 DE-14 83 s numerical investigation 2006 01 DE-14 84 s framework 2006 01 DE-14 85 s imperfection 2006 01 DE-14 86 s reinforced glass beam 2006 01 DE-14 87 s Spannglassbridge 2006 01 DE-14 88 s Spannglassfacade 60 01 0705 10 ho 20 01 0084 OLRD 110 01 3110 OLRD 370 01 4370 OLRD 22 01 0018 SUBolrd 23 01 0830 olr-d 60 01 0705 OLRD 63 01 3401 ORD 65 01 0003 GBV-ODiss 132 01 0959 OLR-DISS 151 01 0546 OLR-ODISS 161 01 0960 ORD 213 01 0551 ORD 293 01 3293 ORD 23 01 0830 2017-11-03:10:42:49
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author	Engelmann, Michael 1983-
spellingShingle	Engelmann, Michael 1983- ddc 690 ddc 624 rvk ZI 7350 2006 Glas 2006 Konstruktiver Glasbau 2006 Glasträger 2006 bewehrter Glasträger 2006 Spannglasträger 2006 redundant 2006 Eurocode 2 2006 DIN EN 1992 2006 Spannbeton 2006 Analogiebetrachtung 2006 Vorspannung 2006 Vorspannbelastung 2006 Seilvorspannung 2006 Spannglied 2006 Spannverfahren 2006 Vorspannung ohne Verbund 2006 Einfeldträger 2006 experimentelle Untersuchung 2006 Zwischenschicht 2006 Verbundglas 2006 Verbundglaskante 2006 Toleranzausgleich 2006 Verankerung 2006 Umlenkung 2006 Umlenkpunkt 2006 Glaslaminat 2006 Glasklotzung 2006 Bauteilversuch 2006 Biegeversuch 2006 Vierpunkt-Biegeversuch 2006 Dauerlast 2006 Spannkraftverlust 2006 Seilkraftverlust 2006 Dauerhaftigkeit 2006 Resttragfähigkeit 2006 Erstriss 2006 Resttragwiderstand 2006 Reststandzeit 2006 Temperaturlast 2006 FEM 2006 numerische Untersuchung 2006 Stabwerk 2006 Imperfektion 2006 Sofistik 2006 Tragverhalten 2006 Bruchverhalten 2006 Rissverhalten 2006 Glasriss 2006 Glasträger mit Bewehrung 2006 Spannglasbrücke 2006 Spannglasfassade 2006 glass 2006 structural glass 2006 glass beam 2006 reinforced glass beam 2006 Spannglassbeam 2006 prestressed concrete 2006 analogy 2006 prestress 2006 cable 2006 post-tensioned 2006 unbonded 2006 single span beam 2006 experimental investigation 2006 interlayer 2006 laminated glass 2006 laminated glass edge 2006 tolerance 2006 anchorage 2006 deviator 2006 glass blocking 2006 bending test 2006 four-point bending 2006 constant load 2006 loss of prestress; durability 2006 post-breakage performance 2006 residual load-bearing capacity 2006 initial crack 2006 temperature load 2006 numerical investigation 2006 framework 2006 imperfection 2006 Spannglassbridge 2006 Spannglassfacade Spannglasträger – Glasträger mit vorgespannter Bewehrung = Spannglass beams – glass beams with post-pensioned reinforcement
authorStr	Engelmann, Michael 1983-
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publisher	Technische Universität Dresden Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden
publisherStr	Technische Universität Dresden Saechsische Landesbibliothek- Staats- und Universitaetsbibliothek Dresden
topic	ddc 690 ddc 624 rvk ZI 7350 2006 Glas 2006 Konstruktiver Glasbau 2006 Glasträger 2006 bewehrter Glasträger 2006 Spannglasträger 2006 redundant 2006 Eurocode 2 2006 DIN EN 1992 2006 Spannbeton 2006 Analogiebetrachtung 2006 Vorspannung 2006 Vorspannbelastung 2006 Seilvorspannung 2006 Spannglied 2006 Spannverfahren 2006 Vorspannung ohne Verbund 2006 Einfeldträger 2006 experimentelle Untersuchung 2006 Zwischenschicht 2006 Verbundglas 2006 Verbundglaskante 2006 Toleranzausgleich 2006 Verankerung 2006 Umlenkung 2006 Umlenkpunkt 2006 Glaslaminat 2006 Glasklotzung 2006 Bauteilversuch 2006 Biegeversuch 2006 Vierpunkt-Biegeversuch 2006 Dauerlast 2006 Spannkraftverlust 2006 Seilkraftverlust 2006 Dauerhaftigkeit 2006 Resttragfähigkeit 2006 Erstriss 2006 Resttragwiderstand 2006 Reststandzeit 2006 Temperaturlast 2006 FEM 2006 numerische Untersuchung 2006 Stabwerk 2006 Imperfektion 2006 Sofistik 2006 Tragverhalten 2006 Bruchverhalten 2006 Rissverhalten 2006 Glasriss 2006 Glasträger mit Bewehrung 2006 Spannglasbrücke 2006 Spannglasfassade 2006 glass 2006 structural glass 2006 glass beam 2006 reinforced glass beam 2006 Spannglassbeam 2006 prestressed concrete 2006 analogy 2006 prestress 2006 cable 2006 post-tensioned 2006 unbonded 2006 single span beam 2006 experimental investigation 2006 interlayer 2006 laminated glass 2006 laminated glass edge 2006 tolerance 2006 anchorage 2006 deviator 2006 glass blocking 2006 bending test 2006 four-point bending 2006 constant load 2006 loss of prestress; durability 2006 post-breakage performance 2006 residual load-bearing capacity 2006 initial crack 2006 temperature load 2006 numerical investigation 2006 framework 2006 imperfection 2006 Spannglassbridge 2006 Spannglassfacade
topic_unstemmed	ddc 690 ddc 624 rvk ZI 7350 2006 Glas 2006 Konstruktiver Glasbau 2006 Glasträger 2006 bewehrter Glasträger 2006 Spannglasträger 2006 redundant 2006 Eurocode 2 2006 DIN EN 1992 2006 Spannbeton 2006 Analogiebetrachtung 2006 Vorspannung 2006 Vorspannbelastung 2006 Seilvorspannung 2006 Spannglied 2006 Spannverfahren 2006 Vorspannung ohne Verbund 2006 Einfeldträger 2006 experimentelle Untersuchung 2006 Zwischenschicht 2006 Verbundglas 2006 Verbundglaskante 2006 Toleranzausgleich 2006 Verankerung 2006 Umlenkung 2006 Umlenkpunkt 2006 Glaslaminat 2006 Glasklotzung 2006 Bauteilversuch 2006 Biegeversuch 2006 Vierpunkt-Biegeversuch 2006 Dauerlast 2006 Spannkraftverlust 2006 Seilkraftverlust 2006 Dauerhaftigkeit 2006 Resttragfähigkeit 2006 Erstriss 2006 Resttragwiderstand 2006 Reststandzeit 2006 Temperaturlast 2006 FEM 2006 numerische Untersuchung 2006 Stabwerk 2006 Imperfektion 2006 Sofistik 2006 Tragverhalten 2006 Bruchverhalten 2006 Rissverhalten 2006 Glasriss 2006 Glasträger mit Bewehrung 2006 Spannglasbrücke 2006 Spannglasfassade 2006 glass 2006 structural glass 2006 glass beam 2006 reinforced glass beam 2006 Spannglassbeam 2006 prestressed concrete 2006 analogy 2006 prestress 2006 cable 2006 post-tensioned 2006 unbonded 2006 single span beam 2006 experimental investigation 2006 interlayer 2006 laminated glass 2006 laminated glass edge 2006 tolerance 2006 anchorage 2006 deviator 2006 glass blocking 2006 bending test 2006 four-point bending 2006 constant load 2006 loss of prestress; durability 2006 post-breakage performance 2006 residual load-bearing capacity 2006 initial crack 2006 temperature load 2006 numerical investigation 2006 framework 2006 imperfection 2006 Spannglassbridge 2006 Spannglassfacade
topic_browse	ddc 690 ddc 624 rvk ZI 7350 2006 Glas 2006 Konstruktiver Glasbau 2006 Glasträger 2006 bewehrter Glasträger 2006 Spannglasträger 2006 redundant 2006 Eurocode 2 2006 DIN EN 1992 2006 Spannbeton 2006 Analogiebetrachtung 2006 Vorspannung 2006 Vorspannbelastung 2006 Seilvorspannung 2006 Spannglied 2006 Spannverfahren 2006 Vorspannung ohne Verbund 2006 Einfeldträger 2006 experimentelle Untersuchung 2006 Zwischenschicht 2006 Verbundglas 2006 Verbundglaskante 2006 Toleranzausgleich 2006 Verankerung 2006 Umlenkung 2006 Umlenkpunkt 2006 Glaslaminat 2006 Glasklotzung 2006 Bauteilversuch 2006 Biegeversuch 2006 Vierpunkt-Biegeversuch 2006 Dauerlast 2006 Spannkraftverlust 2006 Seilkraftverlust 2006 Dauerhaftigkeit 2006 Resttragfähigkeit 2006 Erstriss 2006 Resttragwiderstand 2006 Reststandzeit 2006 Temperaturlast 2006 FEM 2006 numerische Untersuchung 2006 Stabwerk 2006 Imperfektion 2006 Sofistik 2006 Tragverhalten 2006 Bruchverhalten 2006 Rissverhalten 2006 Glasriss 2006 Glasträger mit Bewehrung 2006 Spannglasbrücke 2006 Spannglasfassade 2006 glass 2006 structural glass 2006 glass beam 2006 reinforced glass beam 2006 Spannglassbeam 2006 prestressed concrete 2006 analogy 2006 prestress 2006 cable 2006 post-tensioned 2006 unbonded 2006 single span beam 2006 experimental investigation 2006 interlayer 2006 laminated glass 2006 laminated glass edge 2006 tolerance 2006 anchorage 2006 deviator 2006 glass blocking 2006 bending test 2006 four-point bending 2006 constant load 2006 loss of prestress; durability 2006 post-breakage performance 2006 residual load-bearing capacity 2006 initial crack 2006 temperature load 2006 numerical investigation 2006 framework 2006 imperfection 2006 Spannglassbridge 2006 Spannglassfacade
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title	Spannglasträger – Glasträger mit vorgespannter Bewehrung = Spannglass beams – glass beams with post-pensioned reinforcement
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title_short	Spannglasträger – Glasträger mit vorgespannter Bewehrung
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GND_str_mv	Engelmann, Michael Hochschulschrift Technische Univ. Dresden University of Technology Dresden Techničeskij universitet Dresden Technical University Dresden TU Dresden (Körperschaft) Uniwersytet Techniczny Dresden Dresden University of Technology Universidad Técnica Dresden University of Dresden Technische Universität (Dresden) Université technique Dresden Technische Universität Dresden Haupt- und Residenzstadt Dresden Stadt Dresden Dresda Drezdzany Königliche Haupt- und Residenzstadt Dresden Drježdźany Dreßden State Capital Dresden Dresde Drezno Landeshauptstadt Dresden Friedrichstadt Desde Dressden Drážd'any Drezden Dresden
GND_txt_mv	Engelmann, Michael Hochschulschrift Technische Univ. Dresden University of Technology Dresden Techničeskij universitet Dresden Technical University Dresden TU Dresden (Körperschaft) Uniwersytet Techniczny Dresden Dresden University of Technology Universidad Técnica Dresden University of Dresden Technische Universität (Dresden) Université technique Dresden Technische Universität Dresden Haupt- und Residenzstadt Dresden Stadt Dresden Dresda Drezdzany Königliche Haupt- und Residenzstadt Dresden Drježdźany Dreßden State Capital Dresden Dresde Drezno Landeshauptstadt Dresden Friedrichstadt Desde Dressden Drážd'any Drezden Dresden
GND_txtF_mv	Engelmann, Michael Hochschulschrift Technische Univ. Dresden University of Technology Dresden Techničeskij universitet Dresden Technical University Dresden TU Dresden (Körperschaft) Uniwersytet Techniczny Dresden Dresden University of Technology Universidad Técnica Dresden University of Dresden Technische Universität (Dresden) Université technique Dresden Technische Universität Dresden Haupt- und Residenzstadt Dresden Stadt Dresden Dresda Drezdzany Königliche Haupt- und Residenzstadt Dresden Drježdźany Dreßden State Capital Dresden Dresde Drezno Landeshauptstadt Dresden Friedrichstadt Desde Dressden Drážd'any Drezden Dresden
title_alt	Spannglass beams – glass beams with post-pensioned reinforcement
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up_date	2024-07-04T19:19:51.049Z
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Spannglasträger – Glasträger mit vorgespannter Bewehrung : = Spannglass beams – glass beams with post-pensioned reinforcement

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