Seismic capacity assessment of postmainshock damaged containment structures using nonlinear incremental dynamic analysis-Reference-Cited by-同舟云学术

Seismic capacity assessment of postmainshock damaged containment structures using nonlinear incremental dynamic analysis

Published:2020-01-13 Issue:4 Volume:29 Page:
ISSN:1541-7794
Container-title:The Structural Design of Tall and Special Buildings
language:en
Short-container-title:Struct Design Tall Spec Build

Author:

Bao Xu¹²³^ORCID,Zhai Chang‐Hai¹²³,Zhang Mao‐Hua⁴,Xu Long‐Jun⁵

Affiliation:

1. School of Civil EngineeringHarbin Institute of Technology Harbin China

2. Key Lab of Structures Dynamic Behavior and Control of the Ministry of EducationHarbin Institute of Technology Harbin China

3. Key Lab of Smart Prevention and Mitigation of Civil Engineering Disasters of the Ministry of Industry and Information TechnologyHarbin Institute of Technology Harbin China

4. School of Civil EngineeringNortheast Forestry University Harbin China

5. Department of Civil EngineeringHarbin Institute of Technology at Weihai Weihai China

Funder

National Natural Science Foundation of China

National Basic Research Program of China

Publisher

Wiley

Subject

Building and Construction,Architecture,Civil and Structural Engineering

Link

https://onlinelibrary.wiley.com/doi/pdf/10.1002/tal.1706

Reference39 articles.

1. Loss estimation for non-ductile reinforced concrete building in Victoria, British Columbia, Canada: effects of mega-thrustMw9-class subduction earthquakes and aftershocks

2. Damage evaluation of concrete gravity dams under mainshock–aftershock seismic sequences

3. Risk and resilience assessment of bridges under mainshock and aftershocks incorporating uncertainties

4. Performance evaluation and damage assessment of steel frame buildings under main shock–aftershock earthquake sequences

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