Decomposition of the Shear Capacity of Steel Fiber–Reinforced Concrete Coupling Beams-Reference-Cited by-同舟云学术

Decomposition of the Shear Capacity of Steel Fiber–Reinforced Concrete Coupling Beams

Published:2021-11 Issue:11 Volume:147 Page:04021176
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Gao Xiangling¹,Xiang Dong²,Li Jie³,Ren Xiaodan⁴

Affiliation:

1. Associate Professor, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, PR China (corresponding author).

2. Ph.D. Student, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, PR China.

3. Professor, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, PR China.

4. Associate Professor, College of Civil Engineering, Tongji Univ., 1239 Siping Rd., Shanghai 200092, PR 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.0003160

Reference58 articles.

1. AASHTO. 2007. AASHTO LRFD bridge design specifications. 4th ed. Washington, DC: AASHTO.

2. Flexural Behavior of Flat-End Steel-Fiber-Reinforced Concrete

3. Barney, G. B., K. N. Shiu, B. G. Rabbat, A. E. Fiorato, H. G. Russell, and W. G. Corley. 1978. Earthquake resistant structural walls-tests of coupling beams. Skokie, IL: Portland Cement Association.

4. Simplified modified compression field theory for calculating shear strength of reinforced concrete elements;Bentz E. C.;ACI Mater. J.,2006

5. Performance of Conventionally Reinforced Coupling Beams Subjected to Cyclic Loading

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