Seismic Performance Evaluation of Facilities: Methodology and Implementation-Reference-Cited by-同舟云学术

Seismic Performance Evaluation of Facilities: Methodology and Implementation

Published:2009-10 Issue:10 Volume:135 Page:1146-1154
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Yang T. Y.¹²²²,Moehle J.¹²²²,Stojadinovic B.¹²²²,Der Kiureghian A.¹²²²

Affiliation:

1. Assistant Professor, Dept. of Civil Engineering, Univ. of British Columbia, Vancouver, Canada (corresponding author).

2. Professor, Dept. of Civil and Environmental Engineering, Univ. of California, Berkeley, CA 94720.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9445%282009%29135%3A10%281146%29

Reference13 articles.

1. Abrahamson N. A. (2006). “Selecting and scaling accelerograms for dynamic analysis.” Proc. 1st European Conference on Earthquake Engineering and Seismology (CD-ROM) Swiss Society for Earthquake Engineering and Structural Dynamics Geneva.

2. Applied Technology Council 58. (2008). Development of next-generation performance-based seismic design procedures for new and existing buildings Applied Technology Council ⟨http://www.atcouncil.org/atc-58.shtml⟩.

3. Cornell C. A. and Krawinkler H. (2000). “Progress and challenges in seismic performance assessment.” PEER Center News ⟨http://peer.berkeley.edu/news/2000spring/index.html⟩.

4. Non-ergodicity and PEER's framework formula

Cited by 217 articles. 订阅此论文施引文献订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献

1. Quantitative evaluation method for post-earthquake functionality loss of pedestrian flow pathways within a complex building using evacuation and rescue simulation;Engineering Structures;2024-10

2. Earthquake loss assessment framework of ductile RC frame using component- performance-based methodology;STRUCT ENG MECH;2024

3. Seismic loss assessment of direct-DBD platform-type cross-laminated timber shear wall systems using FEMA P-58 methodology;Bulletin of Earthquake Engineering;2024-08-16

4. Suitable engineering demand parameters for acceleration‐sensitive nonstructural components;Earthquake Engineering & Structural Dynamics;2024-08-08

5. Seismic life-cycle cost evaluation of steel-braced frames: Comparing conventional BRBF with emerging SCVDF and HBF systems;Engineering Structures;2024-08