Parametric Study on the Structural Behavior and Failure Mechanism of Skewed Inverted-T Bent Caps-Reference-Cited by-同舟云学术

Parametric Study on the Structural Behavior and Failure Mechanism of Skewed Inverted-T Bent Caps

Published:2020-11 Issue:11 Volume:25 Page:04020092
ISSN:1084-0702
Container-title:Journal of Bridge Engineering
language:en
Short-container-title:J. Bridge Eng.

Author:

Zhou Tianmin¹,Roy Satya Sapath²,Wang Jiaji³,Nie Xin⁴^ORCID,Chen Hongbing⁵,Mo Y. L.⁶

Affiliation:

1. Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003,

2. Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003.

3. Postdoctoral Associate, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003 (corresponding author).

4. Associate Professor, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China. ORCID: .

5. Postdoctoral Researcher, Key Laboratory of Civil Engineering Safety and Durability of China Education Ministry, Dept. of Civil Engineering, Tsinghua Univ., Beijing 100084, China.

6. John and Rebecca Moores Professor, Dept. of Civil and Environmental Engineering, Univ. of Houston, Houston, TX 77204-4003.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29BE.1943-5592.0001629

Reference19 articles.

1. Constitutive laws of concrete in tension and reinforcing bars stiffened by concrete;Belarbi A.;ACI Struct. J.,1994

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