水平地震作用下巨子型有控結(jié)構(gòu)研究
連業(yè)達(dá)1,張洵安1,王朝霞2
- 摘 要
-
(1 西北工業(yè)大學(xué),西安 710072;2 煤炭工業(yè)部西安設(shè)計(jì)研究院,西安 710054)[摘要]研究子結(jié)構(gòu)剛度對(duì)巨子型有控結(jié)構(gòu)位移響應(yīng)的影響。結(jié)合剛度變化研究附加阻尼對(duì)巨子型有控結(jié)構(gòu)的影響規(guī)律,并分析附加阻尼在巨子型有控結(jié)構(gòu)中的作用。結(jié)合12種場(chǎng)地工況研究巨子型有控結(jié)構(gòu)減震性能對(duì)地震激勵(lì)的適應(yīng)性。結(jié)果表明:附加阻尼可以改進(jìn)子結(jié)構(gòu)動(dòng)力性能,確保巨子型有控結(jié)構(gòu)在更寬的激勵(lì)頻率范圍內(nèi)工作,且將巨、子結(jié)構(gòu)的側(cè)移響應(yīng)進(jìn)一步降低;子結(jié)構(gòu)剛度越小,附加阻尼對(duì)巨子型有控結(jié)構(gòu)的影響越大;巨子型有控結(jié)構(gòu)中,附加阻尼存在優(yōu)化區(qū)間;子結(jié)構(gòu)剛度對(duì)優(yōu)化區(qū)間影響不大;裝有附加阻尼的巨子型有控結(jié)構(gòu)相比于未安裝附加阻尼前,對(duì)子結(jié)構(gòu)側(cè)移控制率可達(dá)81.9%,對(duì)巨結(jié)構(gòu)側(cè)移控制率可達(dá)71.5%;巨結(jié)構(gòu)側(cè)移響應(yīng)控制率對(duì)場(chǎng)地條件具有很好的適應(yīng)性。[關(guān)鍵詞]巨子型有控結(jié)構(gòu);隨機(jī)振動(dòng);復(fù)模態(tài)分析;調(diào)諧減振原理Investigation on dynamic performance of the mega-sub controlled frame under horizontal earthquakeLian Yeda1, Zhang Xunan1, Wang Zhaoxia2(1 Northwestern Polytechnical University, Xian 710072, China;2 Xian Institute of Coal Industrial Department, Xian 710054, China)Abstract:The effect of the sub-structure stiffness on the dynamic performance of the mega-sub controlled frame was investigated. Effect rules of the additional damping to the mega-sub controlled frame with different sub-stuctural stiffness were researched, and the function of the additional damping in the mega-sub controlled frame was examined. Results show that the additional damping can improve the sub-structure dynamic performance, and ensure the mega-sub controlled frame to exert its self-control function, and further reduce the displacement of the mega-structure and the sub-structure. Optimized additional damping exits in the mega-sub controlled frame, and it is scarcely affected by the change of the sub-structure stiffness. Control ratio of the mega-sturcture displacement can be adapted to all kinds of sites well.Keywords:mega-sub controlled frame; random vibration; complex modal analysis; tuned vibtation-absorption theory國(guó)家自然科學(xué)基金(51078311),西北工業(yè)大學(xué)科技創(chuàng)新基金資助(M450211)。作者簡(jiǎn)介:連業(yè)達(dá),博士,Email:lianyeda@163.com。參考文獻(xiàn)[1]LIAN YEDA, ZHANG XUNAN, SHELDON CHERRY. Damping characteristics of friction damped braced frame and its effectiveness in the mega-sub controlled structure system[J]. Earthquake Engineering and Engineering Vibration,2007,6(2):171-181.[2]連業(yè)達(dá),張洵安.地震作用下新結(jié)構(gòu)體系中阻尼器應(yīng)用[J].工業(yè)建筑,2006,36(2):16-19.[3]FENG M Q, MITA A. Vibration control of tall buildings using mega-sub configuration[J]. Journal of Engineering Mechanics, 1995,121: 1082-1087.[4]張洵安,張建霖,姜節(jié)勝.子結(jié)構(gòu)剛度對(duì)巨型框架減振結(jié)構(gòu)體系的動(dòng)態(tài)特性的影響[J].西北工業(yè)大學(xué)學(xué)報(bào),2004,22(1):59-63.[5]ZHANG XUNAN, WANG DONG, JIANG JIESHENG. The controlling mechanism and the controlling effectiveness of passive mega-sub-controlled frame subjected to random wind loads[J]. Journal of Sound and Vibration, 2005,283: 543-560.[6]CHAI W, FENG M Q. Vibration control of super tall buildings subjected to wind loads[J]. International Journal of Nonlinear Mechanics, 1997,32: 657-668.[7]藍(lán)宗建,田玉基,梁書(shū)亭,等.鋼筋混凝土巨型框架多功能減振結(jié)構(gòu)的調(diào)頻減振原理[J].工業(yè)建筑,2002,32(1): 4-6.[8]白國(guó)良,朱麗華. 基于現(xiàn)行抗震規(guī)范的Kanai-Tajimi模型參數(shù)研究[J].世界地震工程,2004,20(3):114-118.
- 下載地址
-
你還沒(méi)注冊(cè)?或者沒(méi)有登錄?這篇論文要求至少是本站的注冊(cè)會(huì)員才能閱讀!
如果你還沒(méi)注冊(cè),請(qǐng)趕緊點(diǎn)此注冊(cè)吧!
如果你已經(jīng)注冊(cè)但還沒(méi)登錄,請(qǐng)趕緊點(diǎn)此登錄吧!