LEADER 02451nam 2200553 a 450 001 9910818845603321 005 20240509123403.0 010 $a3-8366-2298-X 035 $a(CKB)2670000000053222 035 $a(EBL)594979 035 $a(OCoLC)679421034 035 $a(SSID)ssj0000654966 035 $a(PQKBManifestationID)12256581 035 $a(PQKBTitleCode)TC0000654966 035 $a(PQKBWorkID)10596309 035 $a(PQKB)11485175 035 $a(MiAaPQ)EBC594979 035 $a(Au-PeEL)EBL594979 035 $a(CaPaEBR)ebr10487505 035 $a(EXLCZ)992670000000053222 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 $a3-8366-7298-7 320 $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$01648544 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9910818845603321 996 $aCollapse analysis of externally prestressed structures$93996772 997 $aUNINA