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隧道稳定性分析

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2-D analysis of circular tunnel against earthquake loading Mohammad C. Pakbaz a, * , Akbar Yareevand b a Department of Civil Engineering, Shahid Chamran University, Ahwaz, Iran b Department of Civil Engineering, Khuramabad University, Khuramabad, Iran Received 12 February 2004; received in revised form 24 January 2005; accepted 30 January 2005 Available online 14 March 2005 Abstract The use of und

穹顶网壳的稳定性分析

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穹顶网壳的稳定性分析——本文从静力学角度探讨了穹顶网壳结构的稳定性这一多年来一直困扰着工程界且在各国结构设计规范中均未给出确切解决方法的难题,根据拟壳法的线形理论和非线形理论推导得出了穹顶网壳结构稳定的上、下临界荷载,给出了结构设计的控制条件,...

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