Relating Seismic Design Level and Seismic Performance: Fragility-Based Investigation of RC Moment-Resisting Frame Buildings in China-Reference-Cited by-同舟云学术

Relating Seismic Design Level and Seismic Performance: Fragility-Based Investigation of RC Moment-Resisting Frame Buildings in China

Published:2017-10 Issue:5 Volume:31 Page:04017075
ISSN:0887-3828
Container-title:Journal of Performance of Constructed Facilities
language:en
Short-container-title:J. Perform. Constr. Facil.

Author:

Yu Xiao-Hui¹,Lu Da-Gang²,Li Bing³

Affiliation:

1. Assistant Professor, School of Civil Engineering, Harbin Institute of Technology, Heilongjiang Sheng 150001, China.

2. Professor, School of Civil Engineering, Harbin Institute of Technology, Heilongjiang Sheng 150001, China.

3. Associate Professor, School of Civil and Environmental Engineering, Nanyang Technological Univ., Singapore, Singapore 639798 (corresponding author).

Publisher

American Society of Civil Engineers (ASCE)

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29CF.1943-5509.0001069

Reference35 articles.

1. Development of seismic vulnerability assessment methodologies over the past 30 years;Calvi G. M.;ISET J. Earthquake Technol.,2006

2. Seismic fragilities for non-ductile reinforced concrete frames – Role of aleatoric and epistemic uncertainties

3. Probabilistic Basis for 2000 SAC Federal Emergency Management Agency Steel Moment Frame Guidelines

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