Cyclic Performance of Steel Plate–Reinforced High Toughness–Concrete Coupling Beams with Different Span-to-Depth Ratios-Reference-Cited by-同舟云学术

Cyclic Performance of Steel Plate–Reinforced High Toughness–Concrete Coupling Beams with Different Span-to-Depth Ratios

Published:2018-10 Issue:10 Volume:144 Page:04018170
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Hou Wei¹,Xu Shi-lang²,Ji Da-shuai³,Li Qing-hua⁴,Lin Guan⁵

Affiliation:

1. Associate Professor, School of Civil Engineering, Huaqiao Univ., Xiamen 361021, China; Postdoctoral Fellow, Institute of Advanced Engineering Structures and Materials, Zhejiang Univ., Hangzhou 310058, China.

2. Full Professor and Director, Institute of Advanced Engineering Structures and Materials, Zhejiang Univ., Hangzhou 310058, China.

3. Graduate Student, School of Civil Engineering, Huaqiao Univ., Xiamen 361021, China.

4. Full Professor, Institute of Advanced Engineering Structures and Materials, Zhejiang Univ., Hangzhou 310058, China (corresponding author).

5. Research Assistant Professor, Dept. of Civil and Environmental Engineering, Hong Kong Polytechnic Univ., Hong Kong, China.

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%29ST.1943-541X.0002175

Reference34 articles.

1. Behavior of coupling beams under load reversals;Barney G. B.;Portland Cem. Assoc.,1980

2. Experimental study on the seismic behavior of high-performance fiber-reinforced cement composite coupling beams;Canbolat B. A.;ACI Struct. J.,2005

3. Retrofit of Deep Concrete Coupling Beams by a Laterally Restrained Side Plate

4. Recommendations for Seismic Design of Hybrid Coupled Wall Systems

5. Mechanical behavior of concrete-filled square steel tube with FRP-confined concrete core subjected to axial compression

Cited by 16 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. The effect of fiber content on the static and dynamic performance of PE-ECC;Case Studies in Construction Materials;2024-07

2. Seismic performance analysis and control method of composite coupled shear wall with steel plate-fiber reinforced concrete coupling beams;Materials Research Express;2024-07-01

3. Mechanical performance study of coupled partially encased composite shear walls with double replaceable fuse components;Structures;2024-01

4. Behavior of short columns constructed using engineered cementitious composites under seismic loads;STEEL COMPOS STRUCT;2023

5. Experimental study on compressive behavior of PE-ECC under impact load;Frontiers in Materials;2023-05-11