Review article

https://doi.org/10.14256/JCE.1164.2014

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

Hrčak ID:

142627

URI

https://hrcak.srce.hr/142627

Publication date:

3.8.2015.

Article data in other languages: croatian

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