Cyclic Testing of Moment Connections Upgraded with Weld Overlays-Reference-Cited by-同舟云学术

Cyclic Testing of Moment Connections Upgraded with Weld Overlays

Published:2002-04 Issue:4 Volume:128 Page:509-516
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Anderson James C.¹,Duan Jean²,Xiao Yan³,Maranian Peter⁴

Affiliation:

1. Professor, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531.

2. Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531.

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Southern California, Los Angeles, CA 90089-2531.

4. Associate, Brandow and Johnston Associates, Los Angeles, CA.

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%282002%29128%3A4%28509%29

Reference9 articles.

1. Anderson J. C. and Duan X. (1998). “Repair/upgrade procedures for welded beam to column connections.” Rep. No. PEER 98/03 Pacific Earthquake Engineering Research Center Richmond Calif.

2. Performance of Steel Frame Building which Experienced Intense Ground Motion

3. Anderson J. C. Duan J. Xiao Y. Xie L. and Maranian P. J. (2001). “Application of weld overlays for connection repair.” Proc. 2001 Struct. Cong. and Expo. ASCE Reston Va.

4. Bertero V. V. Anderson J. C. and Krawinkler H. (1994). “Performance of steel building structures during the Northridge earthquake.” Rep. No. UCB/EERC 94/09 University of California Berkeley Calif.

5. Building Department's Response to EQ Damage to Steel Frame Buildings

Cited by 9 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. Failure evolution analysis of end-plate connection joint based on structural stressing state theory;Journal of Building Engineering;2023-06

2. Seismic performance study on Q460 high-strength steel welded cruciform beam-column connections;Journal of Constructional Steel Research;2022-11

3. Post-Earthquake Damage Assessment of Buildings: Comprehensive Experimentally-based Maximum Drift Ratio Predictive Model Based on Residual Drift Ratio;Journal of Earthquake Engineering;2021-10-06

4. Parametric Analysis and Stiffness Investigation of Extended End-Plate Connection;Materials;2020-11-13

5. Full-scale steel column tests under simulated horizontal and vertical earthquake loadings;Journal of Constructional Steel Research;2019-12