Dynamic Load Effects
Dynamic Load Effects is a structural response phenomenon in bridge engineering characterized by the amplification of stresses, displacements, and vibrational behaviors induced by time-varying loads such as moving vehicles, wind, or seismic activity, as opposed to static or quasi-static loading conditions.
500
Publications
18.2K
Citations
1.6K
Authors
538
Institutions
Publications per year
2017–2026
177
500
Recent developments in bridge weigh in motion (B-WIM)
Myra Lydon, Susan Taylor, Desmond Robinson et al. · Journal of Civil Structural Health Monitoring · 2015 · 198 citations · Full text
1–5 of 500
1.6K
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National Soil Dynamics Research Laboratory, United States
6 publications · 178 citations
6
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6
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4
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1–5 of 1.6K
538
China University of Mining and Technology
Xuzhou, China
13 h-index
66 publications
1.7K citations
Norwegian University of Science and Technology
Trondheim, Norway
8 h-index
19 publications
489 citations

Chongqing University
Chongqing, China
7 h-index
20 publications
414 citations
Anhui University of Science and Technology
Huainan, China
7 h-index
18 publications
613 citations
Technische Universität Dresden
Dresden, Germany
6 h-index
15 publications
352 citations
University of Memphis
Memphis, United States
6 h-index
10 publications
263 citations
University of California, Berkeley
Berkeley, United States
5 h-index
8 publications
304 citations
Shandong University of Science and Technology
Qingdao, China
5 h-index
19 publications
453 citations
1–8 of 538
8 publications · 198 citations
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8 publications · 420 citations
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7 publications · 169 citations
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6 publications · 149 citations
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6 publications · 218 citations
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