Mechanical- and Data-Driven Model for Probabilistic Shear Strength of Interior Beam-Column Joints

Author:

Publisher

American Concrete Institute

Subject

Building and Construction,Civil and Structural Engineering

Reference36 articles.

1. Attaalla, S. A. A., “Seismic Shear Capacity of Beam-Column Joints in Multistory Reinforced Concrete-Frame Buildings,” Ph.D. dissertation, University of Southern California, Los Angeles, CA, 1997.

2. Wong, H. F., “Shear Strength and Seismic Performance of Non-Seismically Designed Reinforced Concrete Beam -Column Joints,” Ph.D. dissertation, Hong Kong University of Science and Technology, Hong Kong, China, 2005.

3. Shear Strength Model for RC Beam–Column Joints under Seismic Loading;Wang;Engineering Structures,2012

4. Predicting Shear Strength of RC Interior Beam–Column Joints by Modified Rotating-Angle Softened-Truss Model;Wong;Computers & Structures,2014

5. Analytical Model for Predicting Shear Strengths of Interior Reinforced Concrete Beam-Column Joints for Seismic Resistance;Hwang;ACI Structural Journal,2000

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