Dynamic Soil–Structure–Equipment Interaction (II): Closed-form Analytical Solution for Incident Plane SH-wave Based on Flexible Foundation Model-Reference-Cited by-同舟云学术

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Dynamic Soil–Structure–Equipment Interaction (II): Closed-form Analytical Solution for Incident Plane SH-wave Based on Flexible Foundation Model

Published:2020-11-26 Issue: Volume: Page:1-26
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Jin Liguo¹²,Zhou Wen²,Liang Jianwen³,Huang Yihe⁴

Affiliation:

1. Institute of Geotechnical Engineering, Nanjing Tech University, Nanjing 210009, China

2. College of Transportation Engineering, Nanjing Tech University, Nanjing 210009, China

3. State Key Laboratory of Hydraulic Engineering Simulation and Safety, Tianjin University, Tianjin 300354, China

4. Department of Earth and Environmental Sciences, University of Michigan, Ann Arbor 48109, Michigan, USA

Funder

China Postdoctoral Science Foundation

National Natural Science Foundation of China

Publisher

Informa UK Limited

Subject

Geotechnical Engineering and Engineering Geology,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/13632469.2020.1840458

Reference62 articles.

1. A dynamic stiffness formulation for the analysis of secondary systems

2. Seismic energy response analysis of equipment-structure system via real-time dynamic substructuring shaking table testing

3. Effect of Building Nonlinearity on Seismic Response of Nonstructural Components: A Parametric Study

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1. A Series Solution for 2D Scattering of Cylindrical SH-Waves by Surrounding Loose Rock Zone of Underground Tunnel Lining;Frontiers in Physics;2021-11-15

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