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大跨空間網(wǎng)殼結(jié)構(gòu)設(shè)計(jì)中反應(yīng)譜法和時(shí)程分析法的探討
孫建梅,張其林
摘 要
(同濟(jì)大學(xué)土木工程學(xué)院,上海200092)
[提要]反應(yīng)譜理論對(duì)于解決大跨度、現(xiàn)代大型復(fù)雜結(jié)構(gòu)的抗震設(shè)計(jì)存在較大的誤差。應(yīng)用振型分解反應(yīng)譜法和時(shí)程分析法對(duì)大跨空間網(wǎng)殼結(jié)構(gòu)的地震響應(yīng)進(jìn)行了分析和比較,討論了矢跨比、跨度等對(duì)其的影響。分析發(fā)現(xiàn),對(duì)于大跨空間網(wǎng)殼結(jié)構(gòu),有一定數(shù)量的“反應(yīng)譜方法計(jì)算安全而時(shí)程分析危險(xiǎn)”的桿件,設(shè)計(jì)中應(yīng)注意。
[關(guān)鍵詞]反應(yīng)譜法;時(shí)程分析法;大跨空間網(wǎng)殼結(jié)構(gòu)
Discussion on Response Spectrum Method and Time History Analysis for Long Span Reticulate Shell Structural Design/Sun Jianmei,Zhang Qilin(Department of Civil Engineering, Tongji University, Shanghai 200092, China)
Abstract:The response spectrum method indicates the ground seismic property and the structural response characteristic simply and clearly. The dynamics problem can be translated into the statics problem by the response spectrum method in the aseismatic analysis. But it will cause large errors for design of long span space and the complicated structures. The seismic responses are compared and analyzed by the response spectrum method and the time history method for the long span reticulate shells, in which the effects of the ratio vector and span are discussed. Some important conclusions are obtained through numerical examples, which can present the theoretical foundation for aseismatic design of long span space reticulate shells.
Keywords:response spectrum method;  time history analysis method; long span space reticulate shells; design analysis
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