Probabilistic Beam–Column Joint Model for Seismic Analysis of Concrete Frames
Author:
Affiliation:
1. Associate Professor, Dept. of Civil Engineering, Univ. of Alaska Anchorage, Anchorage, AK 99508 (corresponding author).
2. Graduate Research Assistant, Dept. of Civil Engineering, Univ. of Alaska Anchorage, Anchorage, AK 99508. ORCID: .
Publisher
American Society of Civil Engineers (ASCE)
Link
https://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0003235
Reference34 articles.
1. Alath S. and S. K. Kunnath. 1995. “Modeling inelastic shear deformation in RC beam-column joints.” In Proc. 10th Engineering Mechanics Conf. 822–825. New York: ASCE.
2. Altoontash A. 2004. “Simulation and damage models for performance assessment of reinforced concrete beam-column joints.” Ph.D. dissertation Dept. of Civil and Environmental Engineering Stanford Univ.
3. Modelling of shear deformation and bond slip in reinforced concrete joints
4. A model for the practical nonlinear analysis of reinforced-concrete frames including joint flexibility
5. Burak B. 2010. “Analytical verification of a simplified reinforced concrete joint model.” In Proc. 9th US National and 10th Canadian Conf. on Earthquake Engineering. Ottawa: Canadian Association for Earthquake Engineering.
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