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Published: Građevinar 67 (2015) 7
Paper type: Subject review
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Numerical evaluation of structural wall – flat slab connection

Surumi Rasia Salim, Krishnan Prabhakan Jaya, Greeshma Sivasankarapillai

Abstract

The response of the exterior shear wall to flat slab connection, subjected to the in-plane reversible cyclic load, is analyzed in the paper. The numerical analysis of the exterior wall-slab connection specimens scaled down to one third of the original size, with two types of joint detailing patterns, was conducted. The conventional pattern and a proposed nonconventional joint reinforcement detailing pattern were considered. It was established that the performance of the proposed nonconventional type of joint detailing is better compared to that of the conventional type.

Keywords
reinforced concrete, shear wall - flat slab connection, finite element method, nonlinear analysis

HOW TO CITE THIS ARTICLE:

Rasia Salim, S., Prabhakan Jaya, K., Sivasankarapillai, G.: Numerical evaluation of structural wall – flat slab connection, GRAĐEVINAR, 67 (2015) 7, pp. 663-672, doi: https://doi.org/10.14256/JCE.1164.2014

OR:

Rasia Salim, S., Prabhakan Jaya, K., Sivasankarapillai, G. (2015). Numerical evaluation of structural wall – flat slab connection, GRAĐEVINAR, 67 (7), 663-672, doi: https://doi.org/10.14256/JCE.1164.2014

LICENCE:

Creative Commons License
This paper is licensed under a Creative Commons Attribution 4.0 International License.
Authors:
1 Surumi WEB
Surumi Rasia Salim
Anna University
Department of Civil Engineering
Chennai, India
2 Jaya WEB
Krishnan Prabhakan Jaya
Anna University
Department of Civil Engineering
Chennai, India
GR
Greeshma Sivasankarapillai
Anna University
Department of Civil Engineering
Chennai, India