从试验中得到的位移、应变、裂缝开展等数据，可以看出木构架房屋满足抗震设防要求，具有很好的抗震性能。
Form displacement, strain, length of crack and so on, we can see timber frame meeting the challenge of anti-seismic, the results show that the frame has good anti-seismic performance.
研究榫卯节点对研究木构架侧向稳定性能以及进一步研究木结构整体抗震性能有重要意义。
The research on the joints of rabbet has great significance to the lateral stability of timber frame and Seismic Performance of Chinese history timber structure.
这些非抗震单元在内部为钢构架上是水泥地板。
These nonrestrictive units had concrete floors on an interior steel frame.
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