Progressing of Design and Evaluation Method Considering Nonlinearity of Frame and Device Installation Member of Various Passively Controlled Structures
考虑各类被动控制结构框架及装置安装构件非线性的设计与评估方法进展
基本信息
- 批准号:16360273
- 负责人:
- 金额:$ 9.41万
- 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:2004
- 资助国家:日本
- 起止时间:2004 至 2006
- 项目状态:已结题
- 来源:
- 关键词:
项目摘要
The objective of the present research is to develop a unified methodology to design/evaluate a variety of passive control systems. The passive dampers considered are oil, viscous, viscoelastic, steel, and friction dampers. The frame materials considered are steel, wood, and concrete. The frame configurations are brace type, shear link type, and others. Numerous combinations of these exist, and the unified methodology provides the following important tools to compare the different systems on a common basis.The research has lead to proposal of seismic performance evaluation method for the passive control system combining the viscous damping and elasto-plastic damping. The method is based on linear seismic response spectra with a special linearization technique for the nonlinear system. In addition, a unique method to predict damping and stiffness as well as hysteretic behavior of the system is proposal. The method utilizes analytical/experimental results of the system without damper or with a rigid element replacing the damper and combining the results with a model of the actual damper to be inserted into the system. The accuracy of the prediction method is demonstrated through experiments on systems involving various dampers and nonlinear timber frames.
本研究的目的是开发一种统一的方法来设计/评估各种被动控制系统。考虑的被动阻尼器有油阻尼器、粘性阻尼器、粘弹性阻尼器、钢阻尼器和摩擦阻尼器。考虑的框架材料有钢、木材和混凝土。框架配置有支撑型、剪切链接型等。存在许多这些组合,统一的方法提供了以下重要的工具,以便在公共基础上比较不同的系统。通过研究,提出了粘滞阻尼和弹塑性阻尼相结合的被动控制系统抗震性能评价方法。该方法基于线性地震反应谱,对非线性系统采用特殊的线性化技术。此外,还提出了一种独特的预测系统阻尼、刚度和滞回特性的方法。该方法利用无阻尼器或用刚性元件代替阻尼器的系统的分析/实验结果,并将结果与要插入系统中的实际阻尼器的模型相结合。通过对包含各种阻尼器和非线性木结构的系统进行试验,验证了该预测方法的准确性。
项目成果
期刊论文数量(29)
专著数量(0)
科研奖励数量(0)
会议论文数量(0)
专利数量(0)
Dynamic Behavior of A Wood Frame with Shear Link Passive Control Mechanism Involving K-Brace
具有涉及 K 型支撑的剪力连接被动控制机构的木框架的动态行为
- DOI:
- 发表时间:2005
- 期刊:
- 影响因子:0
- 作者:Kasai;K.;Sakata;H.;Wada;A.;Miyashita;T
- 通讯作者:T
弾塑性ダンパーの剛性・降伏力・塑性率の調節による制振構造の応答制御手法
调节弹塑性阻尼器刚度、屈服力、塑性模量的阻尼结构响应控制方法
- DOI:
- 发表时间:2005
- 期刊:
- 影响因子:0
- 作者:笠井和彦;伊藤浩資
- 通讯作者:伊藤浩資
粘弾性ダンパー付き間柱を設置した鉄骨フレームの動的挙動
带粘弹性阻尼器的螺柱钢框架的动态行为
- DOI:
- 发表时间:2006
- 期刊:
- 影响因子:0
- 作者:倉本洋;小平渉;加藤清也;松井智哉;中村博志;所健;植松工;笠井和彦;和田章
- 通讯作者:和田章
K型ブレースによるシアリンク制振機構を用いた木質架構の動的挙動
采用 K 型支撑剪力连杆减振机构的木框架动力行为
- DOI:
- 发表时间:2005
- 期刊:
- 影响因子:0
- 作者:笠井和彦;坂田弘安;和田 章;宮下 健
- 通讯作者:宮下 健
Reduced expression for various passive control systems and conversion to shear spring model
减少各种被动控制系统的表达并转换为剪切弹簧模型
- DOI:
- 发表时间:2006
- 期刊:
- 影响因子:0
- 作者:Kasai;K.;Iwasaki;K
- 通讯作者:K
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KASAI Kazuhiko其他文献
KASAI Kazuhiko的其他文献
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{{ truncateString('KASAI Kazuhiko', 18)}}的其他基金
Proposal on Passive Control Design Method for Multi-story Buildings Based on Understanding Non-linearity of Various Types of Frames and Ultimate Performance of Dampers
基于理解各类框架非线性和阻尼器极限性能的多层建筑被动控制设计方法的提出
- 批准号:
23246098 - 财政年份:2011
- 资助金额:
$ 9.41万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Characterization and Treatment of Various Factors Detrimental to Passive Control Effectiveness for Buildings
不利于建筑物被动控制效果的各种因素的表征和处理
- 批准号:
19206058 - 财政年份:2007
- 资助金额:
$ 9.41万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
Passive Control System : Its Performance Limitations and Unified Design Methodology
无源控制系统:其性能限制和统一设计方法
- 批准号:
10355021 - 财政年份:1998
- 资助金额:
$ 9.41万 - 项目类别:
Grant-in-Aid for Scientific Research (A)
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