Seismic Performance of RC Beam-Column Connections with Continuous Rectangular Spiral Transverse Reinforcements for Low Ductility ClassesReport as inadecuate




Seismic Performance of RC Beam-Column Connections with Continuous Rectangular Spiral Transverse Reinforcements for Low Ductility Classes - Download this document for free, or read online. Document in PDF available to download.

The Scientific World Journal - Volume 2014 2014, Article ID 802605, 12 pages -

Research Article

Faculty of Civil Engineering, Engineering Seismology and Earthquake Engineering Research e-SEER, Department of Structure and Materials, Universiti Teknologi Malaysia UTM, 81300 Skudai, Johor Bahru, Malaysia

Faculty of Civil Engineering, UTM Construction Research Centre CRC, Universiti Teknologi Malaysia UTM, 81300 Skudai, Johor Bahru, Malaysia

Received 22 May 2014; Accepted 20 July 2014; Published 17 September 2014

Academic Editor: Keun Hyeok Yang

Copyright © 2014 Mohammadamin Azimi et al. This is an open access article distributed under the Creative Commons Attribution License, which permits unrestricted use, distribution, and reproduction in any medium, provided the original work is properly cited.

Abstract

The seismic performance of RC columns could be significantly improved by continuous spiral reinforcement as a result of its adequate ductility and energy dissipation capacity. Due to post-earthquake brittle failure observations in beam-column connections, the seismic behaviour of such connections could greatly be improved by simultaneous application of this method in both beams and columns. In this study, a new proposed detail for beam to column connection introduced as -twisted opposing rectangular spiral- was experimentally and numerically investigated and its seismic performance was compared against normal rectangular spiral and conventional shear reinforcement systems. In this study, three full scale beam to column connections were first designed in conformance with Eurocode EC2-04 for low ductility class connections and then tested by quasistatic cyclic loading recommended by ACI Building Code ACI 318-02. Next, the experimental results were validated by numerical methods. Finally, the results revealed that the new proposed connection could improve the ultimate lateral resistance, ductility, and energy dissipation capacity.





Author: Mohammadamin Azimi, Azlan Bin Adnan, Abdul Rahman Bin Mohd Sam, Mahmood Md Tahir, Iman Faridmehr, and Reza Hodjati

Source: https://www.hindawi.com/



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