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首页> 外文会议>Third World Conference on Structural Control Vol.1 Apr 7-11, 2002 Como, Italy >Structural Response Control Using Active Interaction Between Internal Elements
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Structural Response Control Using Active Interaction Between Internal Elements

机译：利用内部元素之间的主动相互作用进行结构响应控制

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摘要

This paper takes a fresh look at semi-active stiffness control as a means of reducing the response of building structures subjected to strong earthquake and wind loads. It is shown that timed dynamic interaction between different structural elements can be an effective, low power, and reliable means of response control. Examples are given of building structures subjected to both near-field and far-field earthquake ground motions. Practical issues such as actuator time delays are also considered. A possible extension of active interaction control using DC motor and power electronics technologies is also presented. The goal of this paper is to generate greater understanding of and interest in active interaction control as a potentially effective and efficient means of response control for civil structures.
机译：本文重新审视了半主动刚度控制，以减少建筑物结构在强烈地震和风荷载下的响应。结果表明，不同结构元件之间的定时动态交互可以是一种有效，低功耗且可靠的响应控制方式。给出了受近场和远场地震地震动影响的建筑结构示例。还考虑了诸如执行器时间延迟之类的实际问题。还介绍了使用直流电动机和电力电子技术进行主动交互控制的可能扩展。本文的目的是使人们更加了解主动交互控制，并将其作为一种潜在有效的民用结构响应控制手段。

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