02451nam 2200553 a 450 991081884560332120240509123403.03-8366-2298-X(CKB)2670000000053222(EBL)594979(OCoLC)679421034(SSID)ssj0000654966(PQKBManifestationID)12256581(PQKBTitleCode)TC0000654966(PQKBWorkID)10596309(PQKB)11485175(MiAaPQ)EBC594979(Au-PeEL)EBL594979(CaPaEBR)ebr10487505(EXLCZ)99267000000005322220110824d2009 uy 0engur|n|---|||||txtccrCollapse analysis of externally prestressed structures /Jens Tandler1st ed.Hamburg Diplomica Verlag20091 online resource (148 p.)Title from cover.3-8366-7298-7 Includes bibliographical references.Collapse 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; AppendixThe 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 Prestressed constructionBuilding failuresPrestressed construction.Building failures.624.28624/.28Tandler Jens1648544MiAaPQMiAaPQMiAaPQBOOK9910818845603321Collapse analysis of externally prestressed structures3996772UNINA