Numerical simulation of substandard beam‐column joints with different failure mechanisms

Author:

Yurdakul Özgür1ORCID,Del Vecchio Ciro2ORCID,Di Ludovico Marco3ORCID,Avşar Özgür4ORCID

Affiliation:

1. Department of Transport Structures, Transport Faculty University of Pardubice Pardubice Czech Republic

2. Department of Engineering University of Sannio Benevento Italy

3. Department of Structures for Engineering and Architecture University of Napoli Federico II Napoli Italy

4. Department of Civil Engineering, Engineering Faculty Eskişehir Technical University Eskişehir Turkey

Publisher

Wiley

Subject

Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference54 articles.

1. RELEVANCE OF BEAM-COLUMN JOINT DAMAGE AND COLLAPSE IN RC FRAME ASSESSMENT

2. HassanWM. Analytical and experimental assessment of seismic vulnerability of beam‐column joints without transverse reinforcement in concrete buildings [PhD Thesis]. Berkeley USA: University of California; 2011).

3. Behavior of FRP-Retrofitted Joints Built with Plain Bars and Low-Strength Concrete

4. Experimental Investigation of Exterior RC Beam-Column Joints Retrofitted with FRP Systems

5. Strengthening of substandard reinforced concrete beam-column joints by external post-tension rods

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