Modeling Reinforced-Concrete Beam-Column Joints Subjected to Cyclic Loading-Reference-Cited by-同舟云学术

Modeling Reinforced-Concrete Beam-Column Joints Subjected to Cyclic Loading

Published:2003-12 Issue:12 Volume:129 Page:1686-1697
ISSN:0733-9445
Container-title:Journal of Structural Engineering
language:en
Short-container-title:J. Struct. Eng.

Author:

Lowes Laura N.¹,Altoontash Arash²

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Washington, Seattle, WA 98195-2700.

2. Graduate Student Researcher, Dept. of Civil and Environmental Engineering, Stanford Univ., Stanford, CA 94305.

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%282003%29129%3A12%281686%29

Reference28 articles.

1. Alath S. and Kunnath S. K. (1995). “Modeling inelastic shear deformation in reinforced-concrete beam-column joints engineering mechanics.” Proc. 10th Conf. Univ. of Colorado at Boulder Boulder Colo. May 21–24 ASCE New York Vol. 2 822–825.

2. Models for reinforced concrete frames with degrading stiffness;Anderson J. C.;J. Struct. Div. ASCE,1997

3. Parametric investigation of joint mechanics.;Bonacci J. F.;ACI Struct. J.,1993

4. Behavior of interior beam-to-column connections under earthquake-type loading.;Durrani A. J.;ACI Struct. J.,1985

5. Earthquake Engineering Research Institute (EERI). (1994). Northridge Earthquake January 17 1994 Preliminary Reconnaissance Report J. F. Hall ed. EERI Oakland Calif.

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