Transient Beam Response
Transient Beam Response is a dynamic structural response model that characterizes the time-dependent deflection and stress behavior of a beam under suddenly applied or time-varying loads, distinguishing itself from steady-state or static beam analyses by its focus on short-duration, non-periodic, and evolving loading conditions.
113
Publications
3K
Citations
302
Authors
140
Institutions
Publications per year
2017–2026
24
Parents
113
1–5 of 113
302
2
h-index
2
h-index
2
h-index
2
h-index
2
h-index
1–5 of 302
140

European Organization for Nuclear Research
Geneva, Switzerland
5 h-index
19 publications
392 citations

Shanghai Jiao Tong University
Shanghai, China
4 h-index
7 publications
233 citations
Nanjing University of Science and Technology
Nanjing, China
3 h-index
16 publications
379 citations

Zhejiang University
Hangzhou, China
3 h-index
8 publications
274 citations
University of Southampton
Southampton, United Kingdom
3 h-index
6 publications
128 citations
Ningbo University
Ningbo, China
3 h-index
4 publications
75 citations
The Ohio State University
Columbus, United States
2 h-index
2 publications
76 citations
Stanford University
Stanford, United States
2 h-index
5 publications
151 citations
1–8 of 140
JSV · 13 publications · 291 citations
12
h-index
5 publications · 170 citations
5
h-index
5 publications · 126 citations
5
h-index
4 publications · 121 citations
4
h-index
4 publications · 77 citations
4
h-index
1–5