001447034 000__ 03544cam\a2200493Ii\4500
001447034 001__ 1447034
001447034 003__ OCoLC
001447034 005__ 20230310004058.0
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001447034 008__ 220526s2022\\\\sz\a\\\\ob\\\\000\0\eng\d
001447034 019__ $$a1319220078
001447034 020__ $$a9783030972479$$q(electronic bk.)
001447034 020__ $$a303097247X$$q(electronic bk.)
001447034 020__ $$z9783030972462
001447034 020__ $$z3030972461
001447034 0247_ $$a10.1007/978-3-030-97247-9$$2doi
001447034 035__ $$aSP(OCoLC)1320816450
001447034 040__ $$aGW5XE$$beng$$erda$$epn$$cGW5XE$$dEBLCP$$dOCLCF$$dUKAHL$$dOCLCQ
001447034 049__ $$aISEA
001447034 050_4 $$aTA656.5
001447034 08204 $$a624.1/71$$223/eng/20220526
001447034 1001_ $$aProske, Dirk,$$eauthor.$$1https://isni.org/isni/0000000059619685
001447034 24514 $$aThe collapse frequency of structures :$$bbridges, dams, tunnels, retaining structures, buildings /$$cDirk Proske.
001447034 264_1 $$aCham, Switzerland :$$bSpringer,$$c2022.
001447034 300__ $$a1 online resource :$$billustrations (black and white, and color).
001447034 336__ $$atext$$btxt$$2rdacontent
001447034 337__ $$acomputer$$bc$$2rdamedia
001447034 338__ $$aonline resource$$bcr$$2rdacarrier
001447034 504__ $$aIncludes bibliographical references.
001447034 5050_ $$aIntroduction and Initial Position -- Preliminary Considerations -- Bridges -- Dams -- Tunnel -- Retaining Structures -- Buildings and Structures -- Stadiums -- Wind Turbines -- Nuclear Power Plants -- Concluding Remarks.
001447034 506__ $$aAccess limited to authorized users.
001447034 520__ $$aThe mathematical verification of the safety of structures can be done by determining the probability of failure or by using safety elements. Observed damages and collapses are usually assessed within the framework of expert reports, which seems reasonable due to the large number of unique structures in the construction industry. However, there should also be an examination of observed safety across all structures. Therefore, in this book the collapse frequencies are determined for different types of structures, such as bridges, dams, tunnels, retaining structures and buildings. The collapse frequency, like the failure probability, belongs to stochasticity. Therefore, the observed mean collapse frequencies and the calculated mean failure probabilities are compared. This comparison shows that the collapse frequencies are usually lower than the calculated failure probabilities. In addition, core damage frequencies and probabilities are given to extend the comparison to another technical product. About the Author: Prof. (FH) Dr.-Ing. habil. Dirk Proske MSc. studied civil engineering in Dresden and London. He worked at various universities, such as the TU Dresden, the University of Natural Resources and Applied Life Sciences Vienna and the TU Delft. He has also worked for various engineering firms and on various construction sites, including in South Africa and Indonesia. Since 2018, he has been a professor of risk management at the Bern University of Applied Sciences.
001447034 588__ $$aDescription based on print version record.
001447034 650_0 $$aStructural failures$$xRisk assessment.
001447034 650_0 $$aStructural stability$$xStatistical methods.
001447034 655_0 $$aElectronic books.
001447034 77608 $$iPrint version:$$aProske, Dirk.$$tCollapse frequency of structures.$$dCham : Springer, 2022$$z9783030972462$$w(OCoLC)1308494286
001447034 852__ $$bebk
001447034 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-3-030-97247-9$$zOnline Access$$91397441.1
001447034 909CO $$ooai:library.usi.edu:1447034$$pGLOBAL_SET
001447034 980__ $$aBIB
001447034 980__ $$aEBOOK
001447034 982__ $$aEbook
001447034 983__ $$aOnline
001447034 994__ $$a92$$bISE