Dynamic Analysis of Heavily Damped Structures with Supplemental Energy Dissipation Devices-Reference-Cited by-同舟云学术

Dynamic Analysis of Heavily Damped Structures with Supplemental Energy Dissipation Devices

Published:2020-02-26 Issue: Volume: Page:1-32
ISSN:1363-2469
Container-title:Journal of Earthquake Engineering
language:en
Short-container-title:Journal of Earthquake Engineering

Author:

Chen Huating¹²,Peng Lingyun³

Affiliation:

1. Guangdong Provincial Key Laboratory of Earthquake Engineering and Applied Technology, Guangzhou University, Guangzhou, China

2. Key Laboratory of Earthquake Resistance, Earthquake Mitigation and Structural Safety, Ministry of Education, Guangzhou University, Guangzhou, China

3. Beijing Key Lab of Earthquake Engineering and Structural Retrofit, Beijing University of Technology, Beijing, 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/10.1080/13632469.2019.1698479

Reference40 articles.

1. Dynamic Analysis of Nonclassically Damped Systems with Linear Behavior Using Load-Dependent Ritz Vectors

2. Chu, Y., J. Song, and G. Lee. 2009. Modal analysis of arbitrarily damped three-dimensional linear structures subjected to seismic excitations. Technical Report MCEER-09-0001, University at Buffalo, State University of New York.

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