Finite-Element Study on the Behavior of Exterior Reinforced Concrete Beam-to-Column Connections with Transverse Reinforcement in the Joint Panel-Reference-Cited by-同舟云学术

Finite-Element Study on the Behavior of Exterior Reinforced Concrete Beam-to-Column Connections with Transverse Reinforcement in the Joint Panel

Published:2021-02 Issue:1 Volume:26 Page:04020050
ISSN:1084-0680
Container-title:Practice Periodical on Structural Design and Construction
language:en
Short-container-title:Pract. Period. Struct. Des. Constr.

Author:

Najafgholipour M. A.¹,Arabi A. R.²

Affiliation:

1. Faculty of Civil and Environmental Engineering, Dept. of Civil and Environmental Engineering, Shiraz Univ. of Technology, Shiraz 71557-13876, Iran (corresponding author).

2. Graduate Student of Civil and Environmental Engineering, Dept. of Civil and Environmental Engineering, Shiraz Univ. of Technology, Shiraz 71557-13876, Iran.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Arts and Humanities (miscellaneous),Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29SC.1943-5576.0000537

Reference30 articles.

1. Effect of confinement on the seismic performance of reinforced concrete exterior beam-column joints

2. Beckingsale C. W. 1980. “Post elastic behavior of reinforced concrete beam-column joints.” PhD Thesis Dept. of Civil Engineering Univ. of Canterbury.

3. Experimental behaviour and failure of beam-column joints with plain bars, low-strength concrete and different anchorage details

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