Response control of building structures based on autonomous-decentralized semiactive control scheme
Response control of building structures based on autonomous-decentralized semiactive control scheme
批准号:
15360301
负责人:
NISHITANI Akira
金额:
$3.33万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for Scientific Research (B)
财政年份:
2003
资助国家:
日本
项目状态:
已结题
起止时间:
2003 至 2004
中文摘要
针对可控油液阻尼器的使用,研究者提出了变力阻尼器的概念,将其作为半主动-分散控制系统。基于这一概念,本文主要研究了磁流变阻尼器使用中的几个问题:磁流变阻尼器中的磁流变液中,强磁性微粒随着时间的推移沿着发生沉降。这种现象改变了磁流变液的某些力学性能。从数学处理的角度证明了理想弹塑性模型技术能有效地描述MR阻尼器的性能。利用这种建模技术,以阻尼器延性系数为2为目标的控制算法被证明在理想稳态正弦激励的情况下,使最佳的能量耗散。计算机仿真表明,基于MR阻尼器的变滑移力水平阻尼器即使在非平稳地震激励下,也可以使用该算法进行控制,并证明了使用自制微处理器的控制器可以与使用PC机的控制器一样有效地工作。此外,“协调-分散”系统的概念对于在局部区域进行建筑物的结构健康监测也是非常有效的。智能,无线传感器为基础的紧急评估方案,这些建筑物的分布式健康监测网络。
英文摘要
The head investigator has area proposed the concept of variable -force level dampers as autonomous-decentralized semiactive control system accounting for the use of controllable oil hydraulic dampers. Based upon the proposed concept this research mainly deals with several issues on the use of MR dampers.In MR fluid contained in MR dampers the sedimentation of strong magnetic corpuscles inside occurs along with the time passage. This phenomenon changes certain mechanical property of MR fluid. A control algorithm is proposed with this effect considered.From the mathematical treatment point of view, it is demonstrated that elastic perfectly plastic modeling technique effectively describes the behavior of MR dampers. Utilizing this modeling technique the control algorithm targeting at a damper ductility factor of two is proved to make optimum energy dissipation in case of ideal steady-state sinusoidal excitation. Computer simulations demonstrates that MR damper based variable slip-force level dampers could work out with this algorithm even during nonstationary seismic excitation,It is also demonstrated that the controller using a manufactured microprocessor could work as effectively as the controller using PC.In addition, the concept of "autonomous-decentralized" system is also very effective for conducting structural health monitoring of the buildings in certain local area. Smart, wireless sensor based urgent assessment scheme of those buildings is proposed as autonomous-decentralized health monitoring network.
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Numerical analysis of nonlinear Maxwell Viscoelastic model
非线性麦克斯韦粘弹性模型的数值分析
DOI:
--
发表时间:
2006
期刊:
Proceedings of NCTAM 2006
影响因子:
--
作者:
[T.Nagai, A.Nshitani et al.]
通讯作者:
A.Nshitani et al.
Variable slip-force level damper based semiactive control utilizing MR dampers
利用磁流变阻尼器的基于可变滑力水平阻尼器的半主动控制
DOI:
--
发表时间:
2006
期刊:
Proceedings of NCTAM 2006
影响因子:
--
作者:
[T.Aoki, A.Nishitani et al.]
通讯作者:
A.Nishitani et al.
スマートセンサMOTE-MICAによる構造モニタリング(その2構造物の危険度判定手法の提案)
使用智能传感器 MOTE-MICA 进行结构监测(第 2 部分:确定结构危险级别的方法提案)
DOI:
--
发表时间:
2004
期刊:
日本建築学会大会学術講演梗概集(北海道) 構造II
影响因子:
--
作者:
[川田慶, 仁田佳宏, 永井拓生, 西谷章]
通讯作者:
西谷章
スマートセンサMOTE-MICAによる構造モニタリング(その1応答モニタリングシステムの開発)
使用智能传感器 MOTE-MICA 进行结构监测(第 1 部分:响应监测系统的开发)
DOI:
--
发表时间:
2004
期刊:
日本建築学会大会学術講演梗概集(北海道) 構造II
影响因子:
--
作者:
[西谷章, 仁田佳宏, 川田慶, 永井拓生]
通讯作者:
永井拓生
Smart concept, smart structure and smart sensing : Next generation of structural control
智能概念、智能结构和智能传感:下一代结构控制
DOI:
--
发表时间:
2004
期刊:
Proceedings of US-Korea Joint Sminar/Workshop on Smart Structures Technologies
影响因子:
--
作者:
[A.Nishitani, et al.]
通讯作者:
et al.
共 11 条
Building diagnosis based on interstory drift displacement sensing and its effectiveness examination through real building experiments
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批准号:21360271
-
项目类别:Grant-in-Aid for Scientific Research (B)
-
资助金额:$9.73万
-
财政年份:2009
-
负责人:NISHITANI Akira
-
依托单位:
Activity seismic-response control of structures integrating base isolation systems
-
批准号:12650589
-
项目类别:Grant-in-Aid for Scientific Research (C)
-
资助金额:$0.9万
-
财政年份:2000
-
负责人:NISHITANI Akira
-
依托单位:
Total Design for Structural Control
-
批准号:08650686
-
项目类别:Grant-in-Aid for Scientific Research (C)
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资助金额:$1.34万
-
财政年份:1996
-
负责人:NISHITANI Akira
-
依托单位:
海外基金