Low-Cycle Fatigue Properties and Model for Flexure-Shear Critical Reinforced Concrete Columns Considering Cyclic Damage Effects-Reference-Cited by-同舟云学术

Low-Cycle Fatigue Properties and Model for Flexure-Shear Critical Reinforced Concrete Columns Considering Cyclic Damage Effects

Published:2024-07 Issue:7 Volume:150 Page:
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Zhang Qin¹,Chen Ming-Hui²,Gu Xiang-Lin³,Li Ying-Zhu²,Li Wen-Jie⁴,Gong Jin-Xin⁵

Affiliation:

1. Associate Professor, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210024, PR China (corresponding author).

2. Master’s Candidate, College of Civil and Transportation Engineering, Hohai Univ., Nanjing 210024, PR China.

3. Professor, Key Laboratory of Performance Evolution and Control for Engineering Structures of Ministry of Education, Tongji Univ., Shanghai 200092, PR China.

4. Senior Engineer, China Communications Construction Company Ltd., 85 Deshengmenwai St., Beijing 100088, PR China.

5. Professor, Faculty of Infrastructure Engineering, Dalian Univ. of Technology, Dalian 116024, PR China.

Publisher

American Society of Civil Engineers (ASCE)

Link

https://ascelibrary.org/doi/pdf/10.1061/JSENDH.STENG-12916

Reference57 articles.

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2. Performance of Steel Bar Lap Splices at the Base of Seismic Resistant Reinforced Concrete Columns Retrofitted with FRPs—3D Finite Element Analysis

3. Cyclic Compressive Behavior of Concrete Confined with Large Rupture Strain FRP Composites

4. Bertero R. D. V. V. Bertero and A. Teran-Gilmore. 1996. “Performance-based earthquake-resistant design based on comprehensive design philosophy and energy concepts.” In Vol. 2 of Proc. 11th World Conf. on Earthquake Engineering Disc 611. Amsterdam Netherlands: Elsevier.

5. EQUIVALENT VISCOUS DAMPING EQUATIONS FOR DIRECT DISPLACEMENT BASED DESIGN

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