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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| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Korean Society of Civil Engineers
2017
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| Online Access: | http://psasir.upm.edu.my/id/eprint/61813/1/Experimental%20study%20of%20intermediate%20length%20coupling%20beams%20subjected%20to%20monotonic%20load.pdf http://psasir.upm.edu.my/id/eprint/61813/ https://link.springer.com/article/10.1007/s12205-017-1185-6 |
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