Nonlinear finite element investigations on different configurations of exterior beam-column connections with different concrete strengths in column and floor

Author:

El-Naqeeb Mohamed H.,Abdelwahed Basem S.

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference61 articles.

1. Paulay T, Park R. Joints in reinforced concrete frames designed for earthquake resistance. Research Report 84-9. Department of Civil Engineering, University of Canterbury Christchurch, New Zealand; 1984.

2. Analytical and experimental assessment of seismic vulnerability of beam-column joints without transverse reinforcement in concrete buildings;Hassan,2011

3. Assessment of reinforced concrete building exterior joints with substandard details, Technical Report PEER 2002–18, Pacific Earthquake Engineering Research Center (PEER);Pantelides,2002

4. Strength of Exterior Beam-Column Connections Considering Column Axial Stress: Numerical Investigation;El-Naqeeb;Jordan J Civil Eng,2022

5. Cyclic testing of exterior beam-column joints with varying joint aspect ratio;Chun;ACI Struct J,2014

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