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Guidelines for probabilistic perform...

Huang, Yu.

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Guidelines for probabilistic performance-based seismic design and assessment of slope engineering

紀錄類型:	書目-電子資源 : Monograph/item
正題名/作者:	Guidelines for probabilistic performance-based seismic design and assessment of slope engineering/ by Yu Huang, Min Xiong, Hongqiang Hu.
作者:	Huang, Yu.
其他作者:	Xiong, Min.
出版者:	Singapore :Springer Nature Singapore : : 2023.,
面頁冊數:	xvii, 134 p. :ill., digital ;24 cm.
內容註:	Introduction -- 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.
Contained By:	Springer Nature eBook
標題:	Earthquake resistant design. -
電子資源:	https://doi.org/10.1007/978-981-19-9183-7
ISBN:	9789811991837

Guidelines for probabilistic performance-based seismic design and assessment of slope engineering
Huang, Yu.

Guidelines for probabilistic performance-based seismic design and assessment of slope engineering[electronic resource] /by Yu Huang, Min Xiong, Hongqiang Hu. - Singapore :Springer Nature Singapore :2023. - xvii, 134 p. :ill., digital ;24 cm.

Introduction -- 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.

This 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.

ISBN: 9789811991837

Standard No.: 10.1007/978-981-19-9183-7doiSubjects--Topical Terms:

587816
Earthquake resistant design.

LC Class. No.: TA658.44 / .H83 2023

Dewey Class. No.: 624.1762

Guidelines for probabilistic performance-based seismic design and assessment of slope engineering
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505 0 $a Introduction -- 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.
520 $a This 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.
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