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001431660 001__ 1431660
001431660 003__ OCoLC
001431660 005__ 20230309003234.0
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001431660 008__ 200722s2021\\\\si\\\\\\ob\\\\000\0\eng\d
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001431660 020__ $$a9789811561948$$q(electronic bk.)
001431660 020__ $$a981156194X$$q(electronic bk.)
001431660 020__ $$z9811561931
001431660 020__ $$z9789811561931
001431660 0247_ $$a10.1007/978-981-15-6194-8.$$2doi
001431660 0248_ $$a10.1007/978-981-15-6
001431660 035__ $$aSP(OCoLC)1176246984
001431660 040__ $$aYDX$$beng$$epn$$cYDX$$dGW5XE$$dLQU$$dOCLCF$$dERF$$dDCT$$dUKBTH$$dEBLCP$$dNLW$$dOCLCO$$dUKMGB$$dOCLCQ$$dOCLCO$$dOCLCQ
001431660 049__ $$aISEA
001431660 050_4 $$aTC542.5
001431660 08204 $$a627/.8$$223
001431660 1001_ $$aWang, Gaohui.
001431660 24510 $$aSeismic performance analysis of concrete gravity dams /$$cGaohui Wang, Wenbo Lu, Sherong Zhang.
001431660 260__ $$aSingapore :$$bSpringer,$$c[2021]
001431660 300__ $$a1 online resource
001431660 336__ $$atext$$btxt$$2rdacontent
001431660 337__ $$acomputer$$bc$$2rdamedia
001431660 338__ $$aonline resource$$bcr$$2rdacarrier
001431660 347__ $$atext file
001431660 347__ $$bPDF
001431660 4901_ $$aAdvanced topics in science and technology in China,$$x1995-6819 ;$$vv. 57
001431660 504__ $$aIncludes bibliographical references.
001431660 5050_ $$aIntroduction -- Comparative analysis of nonlinear seismic response of concrete gravity dams using XFEM and CDP model -- Seismic cracking analysis of concrete gravity dams with initial cracks using XFEM -- Seismic potential failure mode analysis of concrete gravity dam-water-foundation systems through incremental dynamic analysis -- Correlation between single component durations and damage measures of concrete gravity dams -- Integrated duration effects on seismic performance of concrete gravity dams -- Damage demand assessment of concrete gravity dams subjected to mainshock-aftershock seismic sequences -- Earthquake direction effects on nonlinear dynamic response of concrete gravity dams to seismic sequences -- Seismic performance evaluation of dam-reservoir-foundation systems to near-fault ground motions -- Deterministic 3D seismic damage analysis of Guandi concrete gravity dam: A case study.
001431660 506__ $$aAccess limited to authorized users.
001431660 520__ $$aThis book evaluates the seismic performance of concrete gravity dams, considering the effects of strong motion duration, mainshock-aftershock seismic sequence, and near-fault ground motion. It employs both the extended finite element method (XFEM) and concrete damaged plasticity (CDP) models to characterize the mechanical behavior of concrete gravity dams under strong ground motions, including the dam-reservoir-foundation interaction. In addition, it discusses the effects of the initial crack, earthquake direction, and cross-stream seismic excitation on the nonlinear dynamic response to strong ground motions, and on the damage-cracking risk of concrete gravity dams. This book provides a theoretical basis for the seismic performance evaluation of high dams, and can also be used as a reference resource for researchers and graduate students engaged in the seismic design of high dams.
001431660 650_0 $$aConcrete dams$$xEarthquake effects.
001431660 650_0 $$aGravity dams.
001431660 650_6 $$aBarrages en béton$$xEffets des tremblements de terre sur.
001431660 650_6 $$aBarrages-poids.
001431660 655_0 $$aElectronic books.
001431660 7001_ $$aLu, Wenbo.
001431660 7001_ $$aZhang, Sherong.
001431660 77608 $$iPrint version:$$aWang, Gaohui.$$tSeismic performance analysis of concrete gravity dams.$$dSingapore : Springer, [2021]$$z9811561931$$z9789811561931$$w(OCoLC)1154959943
001431660 830_0 $$aAdvanced topics in science and technology in China.
001431660 852__ $$bebk
001431660 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-981-15-6194-8$$zOnline Access$$91397441.1
001431660 909CO $$ooai:library.usi.edu:1431660$$pGLOBAL_SET
001431660 980__ $$aBIB
001431660 980__ $$aEBOOK
001431660 982__ $$aEbook
001431660 983__ $$aOnline
001431660 994__ $$a92$$bISE