Near fault ground motion effects on seismic resilience of frame structures damaged in Wenchuan earthquake-Reference-Cited by-同舟云学术

Near fault ground motion effects on seismic resilience of frame structures damaged in Wenchuan earthquake

Published:2019-12-23 Issue:10 Volume:16 Page:1347-1363
ISSN:1573-2479
Container-title:Structure and Infrastructure Engineering
language:en
Short-container-title:Structure and Infrastructure Engineering

Author:

Xu Ji-Gang¹,Wu Gang¹²,Feng De-Cheng¹²

Affiliation:

1. Key Laboratory of Concrete and Prestressed Concrete Structures of the Ministry of Education, Southeast University, Nanjing, China;

2. Laboratory of Industrialized Structural and Bridge Engineering of Jiangsu Province, Southeast University, Nanjing, China

Publisher

Informa UK Limited

Subject

Mechanical Engineering,Ocean Engineering,Geotechnical Engineering and Engineering Geology,Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

https://www.tandfonline.com/doi/pdf/10.1080/15732479.2019.1704801

Reference64 articles.

1. Assessment of building behavior under near-fault pulse-like ground motions through simplified models

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

3. Seismic loss estimation of non-ductile reinforced concrete buildings

4. A Framework to Quantitatively Assess and Enhance the Seismic Resilience of Communities

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