Investigation of a New Shock Factor to Assess an Air-Backed Structure Subjected to a Spherical Wave Caused by an Underwater Explosion-Reference-Cited by-同舟云学术

Investigation of a New Shock Factor to Assess an Air-Backed Structure Subjected to a Spherical Wave Caused by an Underwater Explosion

Published:2020-10 Issue:10 Volume:146 Page:04020220
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hu Jing¹^ORCID,Chen Zuyu²,Zhang Xuedong³,Wei Yingqi⁴,Liang Jianhui³,Zhang Zitao³,Huang Xieping⁵

Affiliation:

1. Engineer, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Chegongzhuang West Rd. No.20, Haidian District, Beijing 100048, China (corresponding author). ORCID: .

2. Professor, State Key Laboratory of Simulation and Regulation of Water Cycle in River Basin, China Institute of Water Resources and Hydropower Research, Beijing 100048, China.

3. Senior Engineer, Dept. of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research, Beijing 100048, China.

4. Professor, Dept. of Geotechnical Engineering, China Institute of Water Resources and Hydropower Research, Beijing 100048, China.

5. M.S Candidate, Institute of Geotechnical Engineering, Zhejiang Univ., Hangzhou 310058, China.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0002788

Reference37 articles.

1. Dynamic response of concrete gravity dams using different water modelling approaches: westergaard, lagrange and euler

2. Physical and Numerical Modeling to Study Effects of an Underwater Explosion on a Buried Tunnel

3. Seismic Analysis of Concrete Gravity Dams Considering Foundation Mass Effect

4. Bishop J. H. 1993. “Underwater shock standards and tests for naval vessels.” In Proc. Conf. on Dynamic Loading in Manufacturing and Service 157–163. Melbourne Australia: Institution of Engineers Australia.

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

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