首页> 外文会议>International Conference on Earthquake Engineering; 20041019-20; Nanjing(CN) >Intelligent Hybrid Damper-actuator Bracing Control (HDABC) with Deterministic and Nondeterministic Seismic Input, Soil-structure Interaction, and Tectonic Movements
【24h】

Intelligent Hybrid Damper-actuator Bracing Control (HDABC) with Deterministic and Nondeterministic Seismic Input, Soil-structure Interaction, and Tectonic Movements

机译:具有确定性和不确定性地震输入,土-结构相互作用和构造运动的智能混合式阻尼器-执行器支撑控制(HDABC)

获取原文
获取原文并翻译 | 示例

摘要

In recent decades, the control of civil engineering structures to alleviate the dynamic response under earthquake and other environmental loads has received an extensive attention from researchers and practitioners. A diversity of devices and methods has been developed in each category of structural control: active, passive, hybrid and semi-active controls. A Hybrid Damper-Actuator Bracing Control (HDABC) system was developed by F. Y. Cheng at UMR with his collaborators in the US, Korea, China, and Japan. This paper emphasizes on: (1) Introduction of HDABC system and development of an intelligent algorithm. The system adopts advantages of active and passive parts and also prevents their shortcomings. The external energy can thus be saved. (2) Analytical studies of hybrid controlled structures with Soil-Structure Interaction (SSI). The effect of SSI on controlled structures can be significant when a building rests on a soft base. The SSI influences on the control effectiveness and the application of intelligent algorithm are examined. (3) Nondeterministic study of the HDABC by Monte Carlo method at the consideration of the future possible excitations. Various groups of earthquake ground motions are generated based on the seismic plate tectonic movements, wave propagation, and the soil surface effect at the building site. (4) Study of method for estimating the control force magnitude with respect to the building weight. The method can be used at the early stage of structural design in deciding controller's type and size. (5) Numerical illustrations of all the aforementioned concepts. Because of paper limit, simple structures are employed; however, extensive sample cases are available in the senior author's forthcoming PhD thesis.
机译:近几十年来,控制土木工程结构以减轻地震和其他环境载荷下的动力响应已受到研究人员和从业人员的广泛关注。在结构控制的每种类别中,已经开发出多种设备和方法:主动,被动,混合和半主动控制。 UMR的F. Y. Cheng和他在美国,韩国,中国和日本的合作者共同开发了一种混合式阻尼器-执行器支撑控制(HDABC)系统。本文着重介绍:(1)HDABC系统的介绍和智能算法的发展。该系统利用了有源和无源部件的优点,并防止了它们的缺点。因此可以节省外部能量。 (2)具有土-结构相互作用(SSI)的混合控制结构的分析研究。当建筑物位于软基上时,SSI对受控结构的影响可能会很大。研究了SSI对控制效果的影响,并研究了智能算法的应用。 (3)考虑未来可能的激发,通过蒙特卡洛方法对HDABC进行非确定性研究。根据地震板块的构造运动,波的传播以及建筑现场的土壤表面效应,产生了各种类型的地震地震动。 (4)研究相对于建筑物重量的控制力大小的估算方法。该方法可以在结构设计的早期阶段确定控制器的类型和大小。 (5)所有上述概念的数字说明。由于纸张的限制,采用了简单的结构。但是,在高级作者即将发表的博士学位论文中可以找到大量的示例案例。

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