Građevinar, Vol. 67 No. 07., 2015.
Pregledni rad
https://doi.org/10.14256/JCE.1164.2014
Numerical evaluation of structural wall – flat slab connection
Surumi Rasia Salim
Krishnan Prabhakan Jaya
Greeshma Sivasankarapillai
Sažetak
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
Ključne riječi
reinforced concrete; shear wall – flat slab connection; finite element method; nonlinear analysis
Hrčak ID:
142627
URI
Datum izdavanja:
3.8.2015.
Posjeta: 2.729 *