Numerical Analysis of Stress Formation in Reinforced Concrete Beam-Column Joint Subjected to Lateral Seismic Load Using Abaqus

Rafi, S. A. Al; Shahid, Rais-Ibne-

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dc.contributor.author	Rafi, S. A. Al
dc.contributor.author	Shahid, Rais-Ibne-
dc.date.accessioned	2021-01-04T06:34:27Z
dc.date.available	2021-01-04T06:34:27Z
dc.date.issued	2015-11-15
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dc.identifier.uri	http://hdl.handle.net/123456789/768
dc.description	Supervised by Prof. Dr. Hossain Md. Shahin Department of Civil & Environmental Engineering, Islamic University Of Technology, Gazipur, Dhaka.	en_US
dc.description.abstract	Beam-column joint is the most critical structural component in reinforced concrete frame structures. During earthquake high demand for energy dissipation imposed by adjoining structural component may cause failure in structure. So understanding seismic behavior of beam-column joint is crucial to mitigate seismic hazard. Nowadays moment resisting frame is one of the most widely used earthquake resisting structural system. Generally there are three types of moment resisting frames. Among them special moment resisting frame offers the most ductility to endure severe seismic activity. Its stringent reinforcement detailing allows large deformation without significant damage. In this study we have used ABAQUS to investigate stress-strain formation in special moment frame and have compared with gravity load design. The finite element model uses the concrete damaged plasticity approach. For special moment frame the result shows high stress bearing capacity and displacement than gravity load design.	en_US
dc.language.iso	en	en_US
dc.publisher	Department of Civil and Environmental Engineering, Islamic University of Technology, Gazipur, Bangladesh	en_US
dc.subject	Special moment resisting frame, stress analysis, finite element analysis, ABAQUS.	en_US
dc.title	Numerical Analysis of Stress Formation in Reinforced Concrete Beam-Column Joint Subjected to Lateral Seismic Load Using Abaqus	en_US
dc.type	Thesis	en_US