抗震剪力墙结构小跨高比连梁承载力计算分析-建筑结构 关键词］小跨高比连梁；受弯；受剪；承载力；破坏模式 [gap=811]Keywords:deep coupling beam; bend; shear; bearing capacity; failure patten
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The advice on new reinforcement scheme of small-span-to-depth-ratio coupling beams, have been given by our research group.
为此本论文作者所在研究组提出了一种小跨高比连梁的新配筋方案,试验证明了这一方案的良好抗震性能。
参考来源 - 采用交叉配筋方案的小跨高比剪力墙连梁的试验研究及设计方法·2,447,543篇论文数据，部分数据来源于NoteExpress
提出了一种能保证小跨高比连梁良好抗震性能且施工简单的新配筋方案。
A new reinforcement arrangement scheme was suggested to provide satisfactory seismic performance and good workmanship for the coupling beams with small aspect ratio.
小跨高比连梁的受剪承载力计算公式源于试验结果，但试验数据较少，缺乏合理的理论计算模型。
The formula of shear bearing capacity of deep coupling beams originates from test results, however the test data are few and the calculating model isn t very rational.
为此国内外近年来均在探讨联肢墙小跨高比连梁改善抗震性能，特别是改善抗震抗剪性能的有效设计方法。
In recent years, the effective design method that small-span-to-depth-ratio coupling beams in coupled walls improve seismic resistance behavior is discussed in home and abroad.
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