Newmark Sliding-block Analysis
Newmark Sliding-Block Analysis is a methodological framework in geotechnical earthquake engineering that models the cumulative permanent displacement of a slope during seismic shaking by representing the sliding mass as a rigid block moving along a predefined failure surface, differentiated by its use of yield acceleration and double-time integration of inertial forces exceeding shear resistance.
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Publications
3.3K
Citations
151
Authors
92
Institutions
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2017–2026
22
Variants
Newmark Sliding Block AnalysisNewmark's Sliding-block Analysis
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University of California, Davis
Davis, United States
7 h-index
14 publications
1.1K citations
University of California, Berkeley
Berkeley, United States
3 h-index
7 publications
914 citations
National Cheng Kung University
Tainan City, Taiwan
3 h-index
7 publications
315 citations

Imperial College London
London, United Kingdom
2 h-index
3 publications
74 citations
University of Wasit
Kut, Iraq
2 h-index
2 publications
132 citations
University of Washington
Seattle, United States
2 h-index
2 publications
248 citations
Virginia Tech
Blacksburg, United States
2 h-index
4 publications
93 citations

Indian Institute of Technology Bombay
Mumbai, India
2 h-index
4 publications
152 citations
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12 publications · 992 citations
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5 publications · 150 citations
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4 publications · 127 citations
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3 publications · 202 citations
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3 publications · 72 citations
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