跨高比是简支梁计算跨度与其梁截面高度之比值。
...键词: 钢桁架连梁 跨高比 耗能 累积损伤模型 损伤指数[gap=1090]Key words: steel truss coupling beam ; span-height-ratio; energy dissipation ; accumulative damage model ; damage index..
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In light of this, the author of the thesis, based on experiments conducted, proposes that the limit of its span-depth ratio be 4.0.
通过已有的试验研究结果提出连梁小跨高比界限为4.0的建议。
参考来源 - 配有500MPa级钢筋对角斜筋小跨高比连梁抗震性能对比试验研究③Present integrated design advice of diagonal reinforcement scheme coupling beams with small span to depth ratio.
③提出配交叉斜筋方案小跨高比洞口连梁的设计初步建议。
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
介绍了该大跨高比且大跨度楼面次梁的设计。
The design of these large span-to-height ratio and large span secondary floor beams is presented.
中间支座截面受拉区的位置随着跨高比的减小而下移；
The position of tensile region of the section at mid-supports goes down as the span-depth ratio reduces.
分析结果表明：跨高比是影响结构体系抗震性能一个主要参数；
The results show that the span-to-depth ratio has evident effect on the seismic behavior.
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