Seismic Performance Analysis of Gravity Dam System under Arbitrary Oblique Incidence of Near-Fault SV Ground Motions-Reference-Cited by-同舟云学术

Seismic Performance Analysis of Gravity Dam System under Arbitrary Oblique Incidence of Near-Fault SV Ground Motions

Published:2022-12 Issue:12 Volume:22 Page:
ISSN:1532-3641
Container-title:International Journal of Geomechanics
language:en
Short-container-title:Int. J. Geomech.

Author:

Xu Shutong¹,Xu Qiang²^ORCID,Chen Jianyun³,Li Jing⁴

Affiliation:

1. Ph.D. Student, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, China.

2. Associate Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China (corresponding author). ORCID: .

3. Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

4. Associate Professor, State Key Laboratory of Coastal and Offshore Engineering, Dalian Univ. of Technology, Dalian 116024, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Soil Science

Link

https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29GM.1943-5622.0002599

Reference32 articles.

1. Non-linear seismic response of concrete gravity dams to near-fault ground motions including dam-water-sediment-foundation interaction

2. Damage assessment of a concrete arch dam through nonlinear incremental dynamic analysis

3. Seismic performance sensitivity and uncertainty analysis of gravity dams

4. Quantitative Classification of Near-Fault Ground Motions Using Wavelet Analysis

5. A continuum damage concrete model for earthquake analysis of concrete gravity dam–reservoir systems

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