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010   $a9783836622981
010   $a383662298X
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035   $a(EBL)594979
035   $a(OCoLC)679421034
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035   $a(PQKBTitleCode)TC0000654966
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100   $a20110824d2009      uy         0
101 0 $aeng
135   $aur|n|---|||||
181   $ctxt
182   $cc
183   $acr
200 10$aCollapse analysis of externally prestressed structures /$fJens Tandler
205   $a1st ed.
210   $aHamburg $cDiplomica Verlag$d2009
215   $a1 online resource (148 p.)
300   $aTitle from cover.
311 08$a9783836672986 
311 08$a3836672987 
320   $aIncludes bibliographical references.
327   $aCollapse analysis of externally prestressed structures; Abstract; Contents at a Glance; Contents; Acknowledgements; Notation; 1 Introduction; 2 Behaviour of externally prestressed structures; 3 Collapse analysis; 4 Results; 5 Discussion of the results; 6 Conclusion and Recommendations; References; Codes of practice; Appendix
330   $aThe use of external prestressing is becoming more popular throughout Europe due to their expected higher durability and the possibility of active maintenance of the prestressing cables. Questions have been raised about the behaviour of these structures beyond service loads.A comprehensive numerical analysis has been carried out comparing the behaviour of three different types of externally prestressed bridges to a conventionally internally prestressed bridge. The external types are a monolithically built bridge with external tendons, a monolithically built bridge with external tendons and 
606   $aPrestressed construction
606   $aBuilding failures
615  0$aPrestressed construction.
615  0$aBuilding failures.
676   $a624.28
676   $a624/.28
700   $aTandler$b Jens$01803968
801  0$bMiAaPQ
801  1$bMiAaPQ
801  2$bMiAaPQ
906   $aBOOK
912   $a9910967769503321
996   $aCollapse analysis of externally prestressed structures$94351790
997   $aUNINA