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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 earthquake
Lian Yeda1, Zhang Xunan1, Wang Zhaoxia2
(1 Northwestern Polytechnical University, Xian 710072, China;
2 Xian Institute of Coal Industrial Department, Xian 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)
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[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.
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[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.
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