3 戚云松, 潘岳. 垂直分布载荷下固支圆拱的对称失稳临界力. 力 学与实践, 2003, 25(5): 34-36 (Qi Yunsong, Pan Yue. Sym-metric destabilizing critical load for a circular arch with fixed supports under vertical distributive load. Mechanics in Engineering, 2003, 25(5): 34-36 (in Chinese))
[4]
4 程鹏, 童根树. 圆弧拱平面内弯曲失稳一般理论. 工程力学,2005, 22(1): 93-101 (Cheng Peng, Tong Genshu. A general theory for in-plane nonlinear analysis of circular arches. Engineering Mechanics, 2005, 22(1): 93-101 (in Chinese))
[5]
5 李玉民, 沈祥富. 均匀受压圆拱的弹性稳定性分析. 固体力学学 报, 1987, (3): 255-258 (Li Yumin, Shen Xiangfu. Elastic stability of circular arch under uniform pressure. Acta Me-chanic Solida Sinica, 1987, (3): 255-258 (in Chinese))
[6]
6 潘岳, 刘瑞昌. 静水压力作用下圆拱正对称失稳临界力的求解. 岩土力学, 1999, 20(1): 39-43 (Pan Yue, Liu Ruichang. De-termination of the symmetric critical destabilization load for the circular arch with articulated and fixed support un-der hydraulic pressure. Rock and Soil Mechanics, 1999,20(1): 39-43 (in Chinese))
[7]
7 金尼克AH. 吕子华译. 拱的稳定性. 北京: 建筑工程出版社,1958
[8]
8 陈铁云, 沈惠申. 结构的屈曲. 上海: 科学技术文献出版社,1993
[9]
9 Pi YL, Bradford MA, Uy B. In-plane stability of arches. In-ternational Journal of Solids and Structures, 2002, 39(1):105-125
[10]
10 邓长根. 张北煤矿Φ560×12mm 瓦斯抽放钢管失稳计算分析. 上海, 同济大学,2005 (Deng Changgen. The buckling analy-sis of Φ560×12 mm gas drainage tube of Zhangbei colliery. Shanghai, Tongji University, 2005 (in Chinese))
