滑动层抗震结构模式研究
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摘要
我国传统的抗震结构都是以刚克刚的模式,提出一种刚柔结合的抗震结构模式———滑动层抗震结构.首先分析了传统抗震结构模式的优缺点,进而从理论上论证了滑动层抗震结构的可行性,介绍了滑动层抗震结构模式的设计方案,最后分析了滑动层在地震力影响下的作用效果,分析表明,滑动层避免了基础与建筑物产生共振,能达到保护建筑物的目的.
The traditional anti-seismic structure is mainly rigidity structure.In the paper,a new-style anti-seismic structure pattern is presented, which is a model of rigidity pattern and pliability pattern in the building structure.The structure according to the new pattern located in the range of mining subsidence proves feasible and effective in anti-subsidence and in anti-seismic.The deep study of the new anti-seismic pattern shows the theory foundation of the new pattern is abundant.
The traditional anti-seismic structure is mainly rigidity structure.In the paper,a new-style anti-seismic structure pattern is presented, which is a model of rigidity pattern and pliability pattern in the building structure.The structure according to the new pattern located in the range of mining subsidence proves feasible and effective in anti-subsidence and in anti-seismic.The deep study of the new anti-seismic pattern shows the theory foundation of the new pattern is abundant.
引文
[1]GB 50011-2001,建筑抗震设计规范
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[3]欧进萍,吴斌,龙旭.耗减震结构的抗震设计方法.地震工程与工程振动,1998,18(2):98-107
[4]龚思礼,周锡元,符圣聪等.建筑抗震设计新发展.北京:中国煤炭工业出版社,1992
[5]李玉岩,田砾.某住宅楼地基基础不均匀沉降事故分析.青岛建筑工程学院学报,2005,26(4):106-110
[2]刘文锋.结构控制技术及最新进展(上).世界地震工程,1997,13(3):19-26
[3]欧进萍,吴斌,龙旭.耗减震结构的抗震设计方法.地震工程与工程振动,1998,18(2):98-107
[4]龚思礼,周锡元,符圣聪等.建筑抗震设计新发展.北京:中国煤炭工业出版社,1992
[5]李玉岩,田砾.某住宅楼地基基础不均匀沉降事故分析.青岛建筑工程学院学报,2005,26(4):106-110
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