参考文献/References:
[1] Yang Qi,Zhao H L,Song Q G,et al.Nonliear finit element analysis and experimental study of bamboo roofing sheet.In:4th Int Conf Space Structure.England,1993.656～668
[2] 钱培凤.结构抗震分析.北京:地震出版社,1983.145～164
[3] 朱以文.ALGOR FEAS 用户手册.天津:水电部天津勘测设计院,1991.108～126
[4] 赵西安.高层建筑结构设计.北京:中国建筑科学研究院,1995.285～316
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