001461581 000__ 03877cam\a22005897i\4500
001461581 001__ 1461581
001461581 003__ OCoLC
001461581 005__ 20230503003400.0
001461581 006__ m\\\\\o\\d\\\\\\\\
001461581 007__ cr\cn\nnnunnun
001461581 008__ 230328s2023\\\\si\\\\\\ob\\\\000\0\eng\d
001461581 019__ $$a1374137826
001461581 020__ $$a9789811991837$$qelectronic book
001461581 020__ $$a9811991839$$qelectronic book
001461581 020__ $$z9811991820
001461581 020__ $$z9789811991820
001461581 0247_ $$a10.1007/978-981-19-9183-7$$2doi
001461581 035__ $$aSP(OCoLC)1373609591
001461581 040__ $$aYDX$$beng$$erda$$cYDX$$dGW5XE$$dUKAHL$$dOCLCF$$dYDX
001461581 049__ $$aISEA
001461581 050_4 $$aTA658.44$$b.H83 2023
001461581 08204 $$a624.1/762$$223/eng/20230328
001461581 1001_ $$aHuang, Yu,$$d1973-$$eauthor.
001461581 24510 $$aGuidelines for probabilistic performance-based design and assessment of slope engineering /$$cYu Huang, Min Xiong, Hongqiang Hu.
001461581 264_1 $$aSingapore :$$bSpringer.$$c[2023]
001461581 300__ $$a1 online resource
001461581 336__ $$atext$$btxt$$2rdacontent
001461581 337__ $$acomputer$$bc$$2rdamedia
001461581 338__ $$aonline resource$$bcr$$2rdacarrier
001461581 504__ $$aIncludes bibliographical references.
001461581 5050_ $$aIntroduction -- Terms and Notations -- Performance-based Seismic Design of Slope -- Seismic Ground Motion Excitations for Slope Seismic Dynamic Performance Design and Assessment -- Deterministic Analysis Methods for Slope Seismic Dynamic Response -- Probabilistic Performance-based Seismic Design and Assessment for Slope Engineering -- Case Study -- Conclusions and Prospects.
001461581 506__ $$aAccess limited to authorized users.
001461581 520__ $$aThis book provides a new design and evaluation framework based on slope Stochastic Dynamics theory to probabilistic seismic performance for slope engineering. For the seismic dynamic stability safety of slope, it shifts from deterministic seismic dynamic analysis to quantitative analysis based on nonlinear stochastic dynamics, that is, from qualitative to the description of stochasticity of earthquake excitation that meet the needs in related design specification and establish a performance standard. In the nonlinear dynamic time history analysis of slope subjected to seismic ground motion, the term randomness is used to express the uncertainty in the intensity and frequency of earthquake excitation for slope engineering dynamic seismic performance. It mainly includes seismic design fortification standard, corresponding ground motion excitation, performance index threshold, and slope deterministic nonlinear seismic dynamic response. Even more than that, the seismic dynamic large deformation approaches of the whole process and comprehensive analysis for flow analysis after slope instability failure. Eventually, the probabilistic seismic dynamic performance of the slope engineering will be characterized by nonlinear dynamic reliability.
001461581 588__ $$aDescription based on online resource; title from digital title page (viewed on April 25, 2023).
001461581 650_0 $$aEarthquake resistant design.
001461581 650_0 $$aSlopes (Soil mechanics)
001461581 655_0 $$aElectronic books.
001461581 77608 $$iPrint version: $$z9811991820$$z9789811991820$$w(OCoLC)1354240968
001461581 852__ $$bebk
001461581 85640 $$3Springer Nature$$uhttps://univsouthin.idm.oclc.org/login?url=https://link.springer.com/10.1007/978-981-19-9183-7$$zOnline Access$$91397441.1
001461581 909CO $$ooai:library.usi.edu:1461581$$pGLOBAL_SET
001461581 980__ $$aBIB
001461581 980__ $$aEBOOK
001461581 982__ $$aEbook
001461581 983__ $$aOnline
001461581 994__ $$a92$$bISE