重大工程设定地震动确定
详细信息 本馆镜像全文    |  推荐本文 | | 获取馆网全文
摘要
概率一致反应港通常高估设计地震动的中长周期成份,不能真实代表地震环境下的样本实现,为了合理地估计设计地震动反应谱,本文结合工程结合的动力特性和峰值加速度的经验设防标准,建议了一种重大工程设定地震确定方法,然后依据设定地震和地震动衰减关系确定设计地震动反应谱。
The middle-long period contents of earthquake response spectrum evaluated by the earthquake risk probability consistent method are usually higher than that of the standard spectrum given by aseismic design codes, which leads to that it is difficult to apply them for practical problems. In this paper, reasonable determination of the response spectrum of design earthquake for critical engineering is proposed by considering the dynamic property of practi cal engineering and the design standard of peak acceleration. Based on the design ground mo tion and its attenuation law, the response spectrum of design ground motion is given.
引文
[1]陶能付.章在墉.概率一致假想地震及在砂土液化小区划中应用.同济大学学报,1994,22(4).
    [2]罗奇峰.概率一致设定地震及其估计方法.地震工程与工程振动.1996,16(3).
    [3]高孟潭.潜在震源区期望震级和期望距离及其计算方法,地震学报.1994,16(3).
    [4] Kameda H. Nojima N. Simulation of risk-consistent earthquake motion[J]. Earthquake Eng. Struct. Dyn.1998. 16(7).
    [5]国家地震局地质研究所小湾地震地质队[R].云南省澜沧江小湾水电站工程地质综合研究报告,北京,1988.

版权所有:© 2023 中国地质图书馆 中国地质调查局地学文献中心