Experimental study of intermediate length coupling beams subjected to monotonic load

Experimental study of intermediate length coupling beams subjected to monotonic load

Experimental study is conducted on four reinforced concrete coupling beams, with length to depth ratios of 2.5 and 3.1. The beams are designed to fail in shear after yielding of longitudinal reinforcement. The longitudinal reinforcement contents are 0.76 and 1.14 percent, while shear reinforcement v...

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Bibliographic Details
Main Authors: Abu Bakar, Nabilah, Chan, Ghee Koh
Format: Article
Language:English
Published: Korean Society of Civil Engineers 2017
Online Access:http://psasir.upm.edu.my/id/eprint/61813/
http://psasir.upm.edu.my/id/eprint/61813/1/Experimental%20study%20of%20intermediate%20length%20coupling%20beams%20subjected%20to%20monotonic%20load.pdf

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