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預(yù)應(yīng)力對(duì)弦支穹頂結(jié)構(gòu)動(dòng)力穩(wěn)定性的影響
劉慧娟,羅永峰
摘 要

(同濟(jì)大學(xué)土木學(xué)院建筑工程系,上海 200092)
[摘要]采用基于B-R運(yùn)動(dòng)準(zhǔn)則的改進(jìn)判別方法,結(jié)合結(jié)構(gòu)時(shí)程響應(yīng)曲線判定弦支穹頂結(jié)構(gòu)的動(dòng)力穩(wěn)定性,研究拉索預(yù)應(yīng)力、矢跨比對(duì)弦支穹頂動(dòng)力穩(wěn)定性能的影響。算例分析研究表明,在動(dòng)力荷載作用下存在一組最優(yōu)預(yù)應(yīng)力,此時(shí)結(jié)構(gòu)動(dòng)力穩(wěn)定臨界荷載較大;在不同預(yù)應(yīng)力作用下,隨著矢跨比增大,結(jié)構(gòu)臨界荷載增大;在同一預(yù)應(yīng)力作用下,隨著矢跨比增大,結(jié)構(gòu)臨界荷載增大但幅度很小。
[關(guān)鍵詞]弦支穹頂;預(yù)應(yīng)力;臨界荷載;動(dòng)力穩(wěn)定
Influence of pre-stress on dynamic stability of suspen-domes
Liu Huijuan, Luo Yongfeng(Department of Building Engineering, College of Civil Engineering, Tongji University, Shanghai 200092, China)
Abstract:Based on B-R criteria,combined the method and time history response curves, the dynamic stability of suspen-domes was judged. The dynamic stability characteristics with different pre-stress values were analyzed under three-dimensional seismic excitation. The numerical results show that there is a group of optimal pre-stresses under which the critical dynamic load of the structure is higher; Under different pre-stress, the critical dynamic load of the structure increases with the increase of the ratio of rise to span. While under the same pre-stress, the increasing magnitude gradually decreases.
Keywords:suspen-dome; pre-stress; critical load; dynamic stablity
*世博場(chǎng)館大空間結(jié)構(gòu)安全保障關(guān)鍵技術(shù)(05dz05812)。
作者簡(jiǎn)介:劉慧娟,博士研究生,Email:lhj8110@163.com。
參考文獻(xiàn)
[1]史杰.弦支穹頂結(jié)構(gòu)力學(xué)性能分析和實(shí)物靜動(dòng)力試驗(yàn)研究[D].天津:天津大學(xué),2004.
[2] 劉慧娟,羅永峰,韓慶華. 弦支穹頂結(jié)構(gòu)動(dòng)力穩(wěn)定性分析方法[J].西南交通大學(xué)學(xué)報(bào),2008,43(6): 729-735.
[3] 葛家琪,張國(guó)軍,王樹(shù).弦支穹頂預(yù)應(yīng)力施工過(guò)程仿真分析[J].施工技術(shù),2006,35(12):10-13.

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