首页> 外文会议>World conference on earthquake engineering;WCEE >NONLINEAR EXPERIMENTAL RESPONSE OF PRIMARY-SECONDARYSYSTEMS UNDER REPEATED SEISMIC EXCITATION
【24h】

NONLINEAR EXPERIMENTAL RESPONSE OF PRIMARY-SECONDARYSYSTEMS UNDER REPEATED SEISMIC EXCITATION

机译:反复地震激励下主次系统的非线性实验响应

获取原文

摘要

Repeated ground motion was observed in several recent earthquakes in California, Taiwan, Romania,Turkey and Japan. In these earthquakes the main structure or Primary system (P-system) may remainundamaged on the first or second excitation in the seismic sequence, yet exhibit a nonlinear response onfurther excitations. It is important to study the response of the supported non-structural equipment in suchevents. Non-structural components or Secondary systems (S-system) are crucial for the functioning oflifeline facilities such as hospitals and power plants. The most critical case of concern of the coupledPrimary-Secondary system (PS-system) is the near tuned case; causing quasi-resonance. Detuned responsecan be of concern in cases where at least one of the two subsystems yields in the seismic event. Inprevious analytical and experimental studies on coupled PS-system linear and nonlinear response; little orno concern was given to the effect of torsional coupling as a result of P-system stiffness eccentricity, masseccentricity of the P-system or S-system location eccentricity relative to the Centre of Mass (CM) of the Psystem.These parameters are present in most real structures due to functionality requirements and spaceoptimization. In this shake-table research program, the nonlinear torsionally coupled PS-system responseis characterized. The research program also serves as a means of calibrating the analytical solution of thetransient response. The PS-system model is excited by a synthetic seismic sequence. The P-system and Ssystemare modeled as lumped masses. P-system eccentricity is induced through static or dynamiccoupling; whereas S-system eccentricity is induced through varying the location of attachment relative tothe P-system CM. Torsional interaction and response amplification of the coupled PS-system arecharacterized and quantified. Experimental findings show that the torsional yielding of the primary systemhas significant implications on the de-amplification of near tuned secondary system response. The locationof the S-system affects its peak response amplification. A detailed analytical model is developed tosimulate the experimental behavior.
机译:最近在加利福尼亚,台湾,罗马尼亚,土耳其和日本的几次地震中都观察到了重复的地震动。在这些地震中,主结构或主系统(P系统)在地震序列的第一次或第二次激发中可能保持完好无损,但在进一步激发时表现出非线性响应。在这种情况下,研究受支持的非结构设备的响应非常重要。非结构组件或辅助系统(S-system)对于生命线设施(如医院和电厂)的功能至关重要。初级-次级耦合系统(PS-system)最令人关注的情况是近调情况。引起准谐振。在两个子系统中至少有一个子系统在地震事件中屈服的情况下,失谐响应可能会引起关注。 PS系统线性和非线性耦合响应的分析和实验研究;由于P系统的刚度偏心,P系统的质量偏心或S系统相对于P系统的质心(CM)的位置偏心,扭转耦合的影响几乎没有受到关注。在大多数实际结构中,由于功能需求和空间优化的原因。在该振动台研究程序中,对非线性扭转耦合PS系统响应进行了表征。该研究程序还可以作为校准瞬态响应分析解决方案的手段。 PS系统模型由合成地震序列激发。 P系统和Ssystem被建模为集总质量。 P系统的偏心是通过静态或动态耦合引起的。而S系统偏心是通过改变相对于P系统CM的附着位置而引起的。表征和量化了耦合PS系统的扭转相互作用和响应放大。实验结果表明,初级系统的扭转屈服对近调次级系统响应的去放大具有重要意义。 S系统的位置会影响其峰值响应放大。开发了详细的分析模型来模拟实验行为。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号