Peak Structural Response
Peak Structural Response is the maximum magnitude of displacement, stress, or acceleration experienced by a structure during exposure to wind loads, distinguished within structural dynamics as the critical threshold value used for assessing serviceability, safety, and design compliance under extreme wind conditions.
117
Publications
5.1K
Citations
260
Authors
126
Institutions
Publications per year
2017–2026
23
Parents
117
1–5 of 117
260
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126
University of California, Berkeley
Berkeley, United States
9 h-index
13 publications
822 citations
Tongji University
Shanghai, China
5 h-index
15 publications
771 citations
Tokyo Institute of Technology
Tokyo, Japan
5 h-index
11 publications
240 citations
Irvine University
Cerritos, United States
5 h-index
10 publications
342 citations
University of Illinois Urbana-Champaign
Urbana, United States
4 h-index
4 publications
218 citations
University of California, Irvine
Irvine, United States
4 h-index
7 publications
179 citations
University of Southern California
Los Angeles, United States
3 h-index
3 publications
50 citations

Indian Institute of Technology Kanpur
Kanpur, India
3 h-index
5 publications
79 citations
1–8 of 126
18 publications · 703 citations
15
h-index
8 publications · 418 citations
8
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7 publications · 356 citations
7
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JEE · 6 publications · 311 citations
6
h-index
4 publications · 144 citations
4
h-index
1–5