Shear Strength Model for Lightly Reinforced Concrete Columns-Reference-Cited by-同舟云学术

Shear Strength Model for Lightly Reinforced Concrete Columns

Published:2004-11 Issue:11 Volume:130 Page:1692-1703
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Sezen Halil¹,Moehle Jack P.²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering and Geodetic Science, The Ohio State Univ, 470 Hitchcock Hall, 2070 Neil Ave., Columbus, OH 43210.

2. Professor and Director, Pacific Earthquake Engineering Research Center, Univ. of California, Berkeley, 1301 South 46th St., Richmond, CA 94804-4698.

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%282004%29130%3A11%281692%29

Reference24 articles.

1. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete.” ACI Committee 318 Farmington Hills Mich.

2. The shear strength of reinforced concrete members;ASCE-ACI Task Committee 426;J. Struct. Div. ASCE,1973

3. Aschheim A.M. and Moehle J.P. (1992). “Shear strength and deformability of RC bridge columns subjected to inelastic displacements.” Technical Rep. No. UCB/EERC 92/04 Univ. of California at Berkeley Berkeley Calif..

4. Elwood K. (2002). “Shake table tests and analytical studies on the gravity load collapse of reinforced concrete frames.” PhD thesis Dept. of Civil and Environmental Engineering Univ. of California at Berkeley Berkeley Calif.

5. Esaki F. (1996). “Reinforcing effect of steel plate hoops on ductility of R/C square columns.” Proc. 11th World Conf. on Earthquake Engineering Pergamon Elsevier Science New York Paper No. 196.

Cited by 360 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. Seismic rehabilitation of RC frames with innovative precast U-shaped UHPC jackets: Experimental evaluation and computational simulation;Engineering Structures;2024-11

2. Prediction of parameters in the Ibarra–Medina–Krawinkler model for reinforced concrete columns using random forest and active learning;Soil Dynamics and Earthquake Engineering;2024-10

3. Simulation-based consequence analysis of reinforced-concrete buildings subjected to earthquake- and environment-induced damage accumulation;Engineering Structures;2024-10

4. Research and Modification on the Park-Ang Damage Index for Railway Rectangular Piers;Journal of Earthquake Engineering;2024-09-11

5. Efficient beam-based model for reinforced concrete walls considering shear-flexure interaction;Engineering Structures;2024-09