Concrete Box Sections under Biaxial Bending and Axial Load-Reference-Cited by-同舟云学术

Concrete Box Sections under Biaxial Bending and Axial Load

Published:1990-03 Issue:3 Volume:116 Page:860-865
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:Journal of Structural Engineering

Author:

Dundar Cengiz

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%290733-9445%281990%29116%3A3%28860%29

Reference8 articles.

1. Brondum‐Nielsen T. (1987). “Ultimate flexural capacity of cracked polygonal concrete sections with circular holes under biaxial bending.” ACI Struct. J. 84(3).

2. “Building code requirements for reinforced concrete.” (1983). Report No. 318‐83 ACI Detroit Mich.

3. Dundar C. (1988). “Computer aided ultimate strength design of columns subject to biaxial bending.” Les Annales de l'Enit Tunis Tunisia 2(2) 57–69.

Cited by 14 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. Comparison of experimental approaches for seismic performance evaluation of bridge piers with high strength self-consolidating concrete towards practical engineering application;Engineering Structures;2021-09

2. AN ANALYSIS OF THE STRESS-STRAIN STATE OF REINFORCED CONCRETE BEAM CROSS-SECTIONS SUBJECTED TO BIAXIAL BENDING;International Journal of GEOMATE;2021-08-01

3. Developing a Simulation Model for Lifting a Modular House;Construction Research Congress 2020;2020-11-09

4. Behavior evaluation for reinforced concrete columns with rectangular hollow section subjected to axial compression and biaxial bending;The Baltic Journal of Road and Bridge Engineering;2016-03-25

5. A Robust Computational Method for Ultimate Strength Analysis of Arbitrary Reinforced Concrete and Composite Sections Subjected to Axial Force and Biaxial Bending;Advances in Structural Engineering;2014-01