Experimental Study on, SmallSpantoDepthRatio Coupling Beams withNew Reinforcement mewt Scheme and Design Method

doi:10.11835/j.issn.1674-4764.2008.02.016

Home > Archive>Volume 30, Issue 2, 2008 >37-42. DOI:10.11835/j.issn.1674-4764.2008.02.016

Experimental Study on, SmallSpantoDepthRatio Coupling Beams withNew Reinforcement mewt Scheme and Design Method
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                        10.11835/j.issn.1674-4764.2008.02.016
                    
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Coupling beams combining two coupled walls are the primarily energy dissipating elements in the coupled walls and play a key role in improving ductility. It is proved by the test outcome at home and abroad that the shear failure happening early cannot be

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傅剑平,陈京洲,皮天祥,白绍良.新型配筋小跨高比洞口连梁的性能及设计方法[J].土木与环境工程学报（中英文）,2008,30(2):37~42

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