Reliability-based performance design optimization for seismic retrofit of reinforced concrete buildings with fiber-reinforced polymer composites-Reference-Cited by-同舟云学术

Reliability-based performance design optimization for seismic retrofit of reinforced concrete buildings with fiber-reinforced polymer composites

Published:2017-10-12 Issue:6 Volume:21 Page:838-851
ISSN:1369-4332
Container-title:Advances in Structural Engineering
language:en
Short-container-title:Advances in Structural Engineering

Author:

Zou Xiaokang¹,Wang Qian²,Wu Jiurong³

Affiliation:

1. China State Construction Engineering (Hong Kong) Limited, Hong Kong, China

2. Department of Civil & Environmental Engineering, Manhattan College, Riverdale, NY, USA

3. Guangzhou University and Tamkang University Joint Research Center for Engineering Structure Disaster Prevention and Control, Guangzhou University, Guangzhou, China

Publisher

SAGE Publications

Subject

Building and Construction,Civil and Structural Engineering

Link

http://journals.sagepub.com/doi/pdf/10.1177/1369433217733760

Reference49 articles.

1. Beck JL, Papadimitrious C, Chan E, et al. (1998) A performance-based optimal structural design methodology. Report no. EERL 97-30. Pasadena, CA: Earthquake Engineering Research Laboratory, California Institute of Technology.

2. Performance-based seismic engineering: the need for a reliable conceptual comprehensive approach

3. Reducing the seismic damage of reinforced concrete frames using FRP confinement

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