New Model for Estimation of Shear Strength of Reinforced Concrete Interior Beam-Column Joints

Author:

Muhsen BASHIR AHMAD,Umemura HISASHI

Publisher

Elsevier BV

Subject

Applied Mathematics

Reference9 articles.

1. ACI committee 318, 2005, “Building code requirements for Structural Concrete (ACI 318-05) and Commentary (318R-05)” American Concrete Institute, Famington Hills, Mich., 2005, 430 pp.

2. Architectural Institute of Japan, AIJ Structural Design Guidelines for RC Buildings, Tokyo, 1995, 168 pp.

3. Hitoshi Shiohara, 2001. “New model for shear failure of RC Interior beam-column connections.”ASCE Journal of Structural Engineering, Vol. 127, No. 2, February 2001, pp.152-160.

4. Hitoshi Shiohara, and Fumio Kusuhara, 2007. “Restoring Characteristics and Damages of R/C Beam--Column Joints Under Multi-axial Combined Conditions. JCI Journal, 29(3), 2007, pp. 235--245.

5. Josef Hegger, Alaa Sherif, and Wolfgang Roeser, 2003. “Nonseismic Design of Beam--Column Joints.” ACI Structural Journal, V. 100, No. 5, September-October 2003, pp. 654-664.

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