首页> 外文会议>China-Japan-US Symposium on Structural Control and Monitoring(SSCM'2006); 20061016-17; Hangzhou(CN) >SEQUENTIAL OPTIMAL CONTROL ALGORITHM FOR VIBRATION CONTROL OF SMART ISOLATED STRUCTURES UNDER MAJOR EARTHQUAKES
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SEQUENTIAL OPTIMAL CONTROL ALGORITHM FOR VIBRATION CONTROL OF SMART ISOLATED STRUCTURES UNDER MAJOR EARTHQUAKES

机译:大地震作用下智能隔震结构的时序最优控制算法

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In all technologies of structural control developed, base isolation is regarded as the strategy of structural control which has simple concept, stable performance and relatively twopenny cost. To date, more than one thousand of practical engineering projects worldwide have been implemented with isolation system. However, base isolation is a kind of passive strategy. For the random vibration caused by earthquakes, Passive control systems may not always be efficient. So scholars all around the world attempt to combine active (Reinhorn et al. 1987, Kelly et al. 1987, Ribakov et al. 2001) or semi-active (Feng et al. 1993, Patten et al. 1994) devices with isolation system, resulting in so-called "smart isolated" system. In these control systems, smart isolated system with semi-active control devices do not need to input too much control energy and has a better stability of passive control system and adaptability of active control system, drawing world wide attention in recent years(Symans and Constantinou 1999, He and Feng 2000, Lu et al. 2002). Among all of control devices, MR damper becomes a kind of promising semi-active device because of its nature of quick responding, lower energy consumption, and bigger restoring force and so on. Spencer et al. (1997, 2001) in America have developed successfully the full-scale MR damper offering the maximum of 200KN early and processed the experimental study to a small-scale smart isolated structure (Ramllo et al 2000). Yoshida (Yoshida et al. 1999) in Japan early carried out experimental research to the full-scale smart isolated structure with MR damper. Ou Jin-ping et al. (1999) in china earliest made small-scale MR damper and used it to the model experiment of single degree smart isolated structure (Yang et al. 2002). At same time of the experimental study of control devices, semi-active control algorithm makes a great progress and representative control algorithms have Fuzzy Logic Control(Nagarajaiah 1994, Symans and Kelly 1999, He and Li 2003), sliding Mode Control (Yang and Wu 1996) and LQG Control(Yoshida et al. 1994). Optimal control theory is one of the most useful tools, of which the control level of concerned response can be adjusted based on the predefined control objective function and corresponding weighing matrix, and enables the decision makers determine ideal control force according to their own requirement.
机译:在所有已开发的结构控制技术中,基本隔离被认为是结构控制的策略,它具有概念简单,性能稳定,成本较低的特点。迄今为止,全球已有超过一千个使用隔离系统的实际工程项目被实施。但是,基础隔离是一种被动策略。对于地震引起的随机振动,被动控制系统可能并不总是有效的。因此,世界各地的学者都试图将有源(Reinhorn等人,1987; Kelly等人,1987; Ribakov等人,2001)或半有源(Feng等人,1993; Patten等人,1994)的设备与隔离系统结合起来。 ,导致了所谓的“智能隔离”系统。在这些控制系统中,具有半主动控制装置的智能隔离系统不需要输入过多的控制能量,并且具有更好的被动控制系统稳定性和主动控制系统的适应性,这在近几年引起了全世界的关注(Symans和Constantinou (1999年,何和冯,2000年,陆等人,2002年)。在所有的控制装置中,MR阻尼器具有响应速度快,能耗低,恢复力大等特点,因此成为一种很有前途的半主动装置。 Spencer等。 (1997年,2001年)在美国成功开发了最大可提供最大200KN的全尺寸MR阻尼器,并将实验研究处理为一个小型智能隔离结构(Ramllo等,2000年)。日本的吉田(Yoshida et al。1999)早期对带有MR阻尼器的全尺寸智能隔震结构进行了实验研究。欧金平等。 (1999年)在中国最早制作了小型MR阻尼器,并将其用于单度智能隔震结构的模型实验(Yang等,2002)。在控制装置的实验研究的同时,半主动控制算法取得了长足的进步,代表性的控制算法包括模糊逻辑控制(Nagarajaiah 1994,Symans和Kelly 1999,He和Li 2003),滑模控制(Yang和Wu)。 1996年)和LQG控制(Yoshida等人,1994年)。最优控制理论是最有用的工具之一,可以基于预定义的控制目标函数和相应的权重矩阵来调整相关响应的控制水平,并使决策者可以根据自己的需求确定理想的控制力。

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