Dynamic Disturbance Response
Dynamic Disturbance Response is a mechanical response model that characterizes the transient, stress-induced behavior of rock masses subjected to sudden energy releases, distinguishing itself from static or quasi-static deformation models by explicitly accounting for time-dependent, high-strain-rate effects and instability propagation under dynamic loading conditions.
50
Publications
2.1K
Citations
173
Authors
55
Institutions
Publications per year
2017–2026
27
Parents
50
1–5 of 50
173
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55

Northeastern University
Shenyang, China
6 h-index
22 publications
1.9K citations
China University of Mining and Technology
Xuzhou, China
4 h-index
10 publications
325 citations
Guangxi University
Nanning, China
4 h-index
15 publications
1.1K citations

Southeast University
Nanjing, China
4 h-index
10 publications
382 citations

Central South University
Changsha, China
3 h-index
6 publications
392 citations

Washington State University
Pullman, United States
3 h-index
8 publications
123 citations
Institute of Rock and Soil Mechanics
Wuhan, China
3 h-index
8 publications
510 citations

University of Toronto
Toronto, Canada
2 h-index
5 publications
190 citations
1–8 of 55
5 publications · 571 citations
5
h-index
4 publications · 302 citations
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3 publications · 59 citations
3
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2 publications · 59 citations
2
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2 publications · 29 citations
2
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1–5