Practical Performance Model for Bar Buckling-Reference-Cited by-同舟云学术

Practical Performance Model for Bar Buckling

Published:2005-07 Issue:7 Volume:131 Page:1060-1070
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Berry Michael P.¹²,Eberhard Marc O.¹²

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, Univ. of Washington, Box 352700, Seattle, WA 98195.

2. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Box 352700, Seattle, WA 98195.

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%282005%29131%3A7%281060%29

Reference51 articles.

1. American Concrete Institute (ACI). (2002). “Building code requirements for structural concrete.” ACI 318-02 Detroit.

2. Atalay M. B. and Penzien J. (1975). “The seismic behavior of critical regions of reinforced concrete components as influenced by moment shear and axial force.” Rep. No. EERC 75-19 Univ. of California Berkeley Calif.

3. Bayrak O. (1998). “Seismic performance of rectilinearly confined high strength concrete columns.” Doctoral Dissertation Dept. of Civil Engineering Univ. of Toronto Canada.

4. Bayrak O. and Sheikh S. (1996). “Confinement steel requirements for high strength concrete columns.” Proc. 11th World Conf. on Earthquake Engineering Aculpulco Mexico Paper No. 463.

5. Plastic Hinge Analysis

Cited by 106 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. Effect of material characteristics of lead rubber isolators on seismic performance of box girder bridge;Journal of Engineering and Applied Science;2024-05-14

2. Bayesian-based probabilistic models for the ultimate drift capacity of rectangular reinforced concrete columns failed in flexure mode;Probabilistic Engineering Mechanics;2024-04

3. Hysteretic model parameters for seismic performance assessment of cyclically degraded reinforced concrete columns;Soil Dynamics and Earthquake Engineering;2024-04

4. Experimental evaluation of lap-splice capacity in sub-standard reinforced concrete columns;Engineering Structures;2024-04

5. Performance Assessment of Reinforced Concrete Bridges Under Coupled Horizontal and Vertical Ground Motions Using Fragility Surfaces;Journal of Earthquake Engineering;2024-01-30