A new reinforcement arrangement scheme was suggested to provide satisfactory seismic performance and good workmanship for the coupling beams with small aspect ratio.
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。
The performance comparisons use the same test code as earlier articles, a seismic data retrieval service.
性能比较使用与之前文章相同的测试代码，即地震数据查询服务。
The results indicate that the structure has a good seismic performance.
计算结果表明，该结构具有良好的抗震性能。
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