跨高比L/h≤1.5复合配筋连梁箍筋受力性能的拉杆-压杆模型分析 STRUT AND TIE MODEL ANALYSIS OF SHEAR CAPACITY FOR STIRRUP IN COMPOSITELY REINFORCED COUPLING BEAMS WITH SPAN-TO-DEPTH RATIO L/h≤1.5 | |
皮天祥[1,2]; 罗俊[1]; 张爱环[1]; 罗然[1] | |
2015 | |
卷号 | 0页码:69-76 |
URL标识 | 查看原文 |
内容类型 | 期刊论文 |
URI标识 | http://www.corc.org.cn/handle/1471x/3001613 |
专题 | 重庆大学 |
推荐引用方式 GB/T 7714 | 皮天祥[1,2],罗俊[1],张爱环[1],等. 跨高比L/h≤1.5复合配筋连梁箍筋受力性能的拉杆-压杆模型分析 STRUT AND TIE MODEL ANALYSIS OF SHEAR CAPACITY FOR STIRRUP IN COMPOSITELY REINFORCED COUPLING BEAMS WITH SPAN-TO-DEPTH RATIO L/h≤1.5[J],2015,0:69-76. |
APA | 皮天祥[1,2],罗俊[1],张爱环[1],&罗然[1].(2015).跨高比L/h≤1.5复合配筋连梁箍筋受力性能的拉杆-压杆模型分析 STRUT AND TIE MODEL ANALYSIS OF SHEAR CAPACITY FOR STIRRUP IN COMPOSITELY REINFORCED COUPLING BEAMS WITH SPAN-TO-DEPTH RATIO L/h≤1.5.,0,69-76. |
MLA | 皮天祥[1,2],et al."跨高比L/h≤1.5复合配筋连梁箍筋受力性能的拉杆-压杆模型分析 STRUT AND TIE MODEL ANALYSIS OF SHEAR CAPACITY FOR STIRRUP IN COMPOSITELY REINFORCED COUPLING BEAMS WITH SPAN-TO-DEPTH RATIO L/h≤1.5".0(2015):69-76. |
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