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新型抗震结构模式研究
引用本文:张辛,刘旋.新型抗震结构模式研究[J].辽宁工程技术大学学报(自然科学版),1999,18(2):209-211.
作者姓名:张辛  刘旋
作者单位:[1]阜新城市规划设计院 [2]黑龙江省高等法院基建处
摘    要:改进传统的以刚克刚的抗震模式,提出一种刚柔结合的新模式,即在房屋上部结构与基础之间设置滑动层,以此吸收或缓冲地震波的横向传播。给出了理论依据和设计原理,并以煤矿抗地表沉陷破坏的实例初步验证了这种结构的抗变形的效果。

关 键 词:抗震  结构模式  建筑  抗震房屋

The Study of a New Type of Anti-seigmic Structure Pattern
ZhangXin, LiuXuan, Li Qianfu.The Study of a New Type of Anti-seigmic Structure Pattern[J].Journal of Liaoning Technical University (Natural Science Edition),1999,18(2):209-211.
Authors:ZhangXin  LiuXuan  Li Qianfu
Abstract:The traditional anti-seismic structure is mainly the rigid structute.In the paper,a new type of antiseismic structure pattern is put forward,which is the combination of rigidity pattern and pliability pattern in the building structure.The structure building according to the new pattern located the range of mining subsidenec is inquired into and the result shows the new pattem is effective in anti-subsidence, so it is believed that the new pattern is also of effect in anti-seismic. The deep study on the new anti-seimic pattern shows the theory foundation of the new pattem is abundant. The experiments in coal mine have proved this point.
Keywords:anti-seismic  structure  pattern
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