A cyclic shear stress–strain model for joints without transverse reinforcement

Author:

Anderson Meredith,Lehman Dawn,Stanton John

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference22 articles.

1. Building code requirements for structural concrete (ACI 318-02) and commentary (ACI 318R-02);ACI Committee 318,2002

2. Alire Daniel A. Seismic evaluation of existing unconfined reinforced concrete beam–column joints. MSCE thesis. Department of Civil and Environmental Engineering, University of Washington; 2002. p. 291

3. Anderson MA. Analytical modeling of existing reinforced concrete beam–column joints. MSCE thesis. Department of Civil and Environmental Engineering, University of Washington; 2003. p. 308

4. Anderson MA, Smith S, Lehman DE, Stanton JF. Development and calibration of a joint shear stress–strain model for reinforced concrete beam–column joints. Report no. SM 04-02. Seattle (WA): Department of Civil Engineering, University of Washington; 2004

5. Beres A, White RN, Gergely P. Seismic behavior of reinforced concrete frame structures with nonductile details: Part I — Summary of experimental findings of full scale beam–column joint tests. Report NCEER-92-0024. NCEER, State University of New York at Buffalo; 1992

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