大型渡槽隔震体系结构动力特性的试验研究
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摘要
为解决南水北调大型渡槽工程中的抗震问题,进行了模拟地震振动台试验研究,分析了减震支座水平刚度、槽内水体及场地对渡槽结构动力特性的影响。研究结果表明,减震支座的水平刚度越小、槽内水体质量越大,渡槽结构自振周期越长,从而达到减震效果,提高渡槽的抗震能力。此外,场地对减震效果影响显著。
In order to resolve the vibration problems of large-scale aqueduct in South-to-North Water Transfer Project,shaking table model tests of simulating earthquake action have been done,and the effects of horizon rigidity of vibration absorption bearing;waters in the flumes and field on aqueduct dynamic characteristics have been analyzed.The results indicate that the smaller horizon rigidity of vibration absorption bearing is;the bigger mass of waters in the flumes is,the longer natural period of vibration of aqueduct is.And so the effect of vibration absorption is got,and the vibration-resistant performance of aqueduct can be improved.In addition,the field has remarkable influence on the effect of vibration absorption.
引文
[1]范立础,王志强.桥梁减隔震设计[M].北京:人民交通出版社,2001.
    [2]周福霖.工程结构减震控制[M].北京:地震出版社,1997.
    [3]尚守平,周福霖.结构抗震设计[M].北京:高等教育出版社,2003.
    [4]周明华.土木工程结构试验与检测[M].南京:东南大学出版社,2002.
    [5]GB50011-2001,建筑抗震设计规范[S].
    [6]CECS126:2001,叠层橡胶支座隔震技术规程[S].
    [7]张耀庭,刘再华.小型叠层橡胶支座水平刚度的实验研究[J].振动与冲击,1998,17(4):66-70.
    [8]徐建.建筑振动工程手册[K].北京:中国建筑工业出版社,2002.
    [9]王长德,夏富洲,等.大型渡槽结构优化设计及动力分析[R].武汉:武汉大学,2007.
    [10]龚思礼.建筑抗振设计[M].北京:中国建筑工业出版社,1998.

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