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Titlebook: Local Site Effects and Ground Failures; Select Proceedings o T. G. Sitharam,Ravi Jakka,L. Govindaraju Conference proceedings 2021 The Edito

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發(fā)表于 2025-3-21 17:08:16 | 只看該作者 |倒序?yàn)g覽 |閱讀模式
書目名稱Local Site Effects and Ground Failures
副標(biāo)題Select Proceedings o
編輯T. G. Sitharam,Ravi Jakka,L. Govindaraju
視頻videohttp://file.papertrans.cn/588/587711/587711.mp4
概述Comprises select peer-reviewed proceedings of 7th ICRAGEE.Discusses emerging trends and future prospects in seismic slope stability & landslides, application of AI in geotechnical earthquake engineeri
叢書名稱Lecture Notes in Civil Engineering
圖書封面Titlebook: Local Site Effects and Ground Failures; Select Proceedings o T. G. Sitharam,Ravi Jakka,L. Govindaraju Conference proceedings 2021 The Edito
描述This volume presents select papers presented at the?7th International Conference on Recent Advances in Geotechnical Earthquake Engineering and Soil Dynamics. The papers discuss advances in the fields of soil dynamics and geotechnical earthquake engineering. Some of the themes include ground response analysis & local site effect, seismic slope stability and landslides, application of AI in geotechnical earthquake engineering, etc. A strong emphasis is placed on connecting academic research and field practice, with many examples, case studies, best practices, and discussions on performance based design. This volume will be of interest to researchers and practicing engineers alike.?
出版日期Conference proceedings 2021
關(guān)鍵詞Seismic Slope Stability; Seismic Hazard Zonation; Ground Response Analyses; Seismic Risk Assessment; Vib
版次1
doihttps://doi.org/10.1007/978-981-15-9984-2
isbn_softcover978-981-15-9986-6
isbn_ebook978-981-15-9984-2Series ISSN 2366-2557 Series E-ISSN 2366-2565
issn_series 2366-2557
copyrightThe Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Singapor
The information of publication is updating

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發(fā)表于 2025-3-21 23:40:54 | 只看該作者
Simulated Annealing Algorithm for Subsurface Shear Wave Velocity Investigation Using Ground Vibrati obtaining HV curve having a limited data from a large sampled HV curve having similar spectral property. The obtained output from DISH has been effectively used as an input to the HV-Inv software developed by Garcia et al. (Comput Geosci 97:67–78, 2016). The HV curve obtained from recorded data is
板凳
發(fā)表于 2025-3-22 04:20:21 | 只看該作者
Nonlinear Soil Amplification Models for a Moderately Active Seismic Zone in India,outhern part of India was collected. The ground response was simulated in 1-dimension considering equivalent linear behavior of soils on the SHAKE 2000 platform. The ground motions used in the simulation were scaled to the target spectrum obtained from the regional seismic hazard assessment. The ave
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1D and 2D Dynamic Site Response of Landfill Site Through Numerical Analysis, analyzed both in one and two dimensions with the help of Cyclic1D and Plaxis2D software, respectively. The analysis performed is based on finite element method under the earthquake of magnitude of 6.5 with duration of 39.9?s and PGA of 0.3?g.
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A Study on Characteristics of Soil Profile of Guwahati City Against Different Ground Motions: 1D Nored to soft soil layers. The PGA and overall energy content of the strong motion significantly affect the response of a multilayered soil profile, keeping all other parameters constant. Higher strain amplitudes have been observed at various sites and at various depths of the soil profiles which may
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Case Studies on Preshaking and Reliquefaction Potential for Different Earthquakes in Japan, This is the most probable explanation for the higher liquefaction resistance exhibited by the Kumamoto earthquake. Preshaking effect is highly associated with earlier earthquake history or significant foreshocks as in the 2016 Kumamoto earthquakes. The occurrence of sequential earthquakes induces r
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