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Residual Drifts of Self-Centering Systems Including Effects of Ambient Building Resistance

机译:自定心系统的残余漂移,包括环境建筑阻力的影响

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摘要

There has been widespread interest in the development and use of self-centering (SC) lateral resisting systems that eliminate residual drifts after large earthquakes. SC systems often include a restoring force component and a component that dissipates seismic energy. Typically, it is assumed that the criterion for self-centering is satisfied if the restoring force is proportioned to be greater than the force required to yield the energy dissipating component. A parametric SDOF study was conducted using time-history analyses on several prototype buildings to quantify the effect of varying system parameters on structural response including residual drifts. The ambient resistance of the rest of the building was considered, as well as proportioning the system with less restoring force than the yield capacity of the dissipative component. In addition, the probabilistic mechanism that creates a propensity for reducing residual drifts in systems with little or no restoring force is explored and quantified. It was found that a restoring force that is at least one-half of the force required to yield the dissipative component will still reliably eliminate residual drifts in a non-softening system.
机译:人们已经对开发和使用能够消除大地震后残余漂移的自定心(SC)横向抗力系统产生了广泛的兴趣。 SC系统通常包括恢复力分量和耗散地震能量的分量。通常,如果将恢复力按比例分配成大于产生耗能分量所需的力,则假定满足自定心标准。使用时间历史分析对几座原型建筑物进行了参数SDOF研究,以量化变化的系统参数对结构响应(包括残余漂移)的影响。考虑了建筑物其余部分的环境阻力,以及按比例分配了比耗散组件的屈服能力小的恢复力的系统。此外,探索和量化了一种概率机制,该机制可降低恢复力很小或没有恢复力的系统中的残余漂移。已经发现,恢复力至少是产生耗散分量所需的力的一半,仍然可以可靠地消除非软化系统中的残余漂移。

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  • 来源
    《Earthquake spectra》 |2011年第3期|p.719-744|共26页
  • 作者单位

    Assistant Professor, Virginia Tech, Blacksburg, VA, 24061;

    Professor and Chair, Northeastern University, Boston, MA, 02115;

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  • 正文语种 eng
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