CLARKE M J, HANCOCK G J. Test and nonlinear analyses of small-span stressed-arch frames[R]. Sydney: University of Sydney, 1992.
[2]
吕和祥.蒋和洋.非线性有限元[M].北京:化学工业出版社,1991. LU He-xiang, JIANG He-yang. Nonlinear Finite Element Analysis[M]. Beijing: Chemical Industry Press, 1991. (in Chinese)
[3]
朱光照.大跨度空间预应力钢结构的张拉新技术[J].工业建筑,2002(增刊):230-248. ZHU Guang-zhao. The new tensile technique in large-span prestressed steel structure [J]. Industrial Construction, 2002 (Supp.) :230-248. (in Chinese)
[4]
丁明.张拉整体桁架结构成型机理研究[D]:[学位论文].北京:北京工业大学建筑工程学院,2003. DING Ming. Mechanism research for strarch tension process[D]: [dissertation]. Beijing: The College of Achitecture and Civil Engineering, Beijing University of Technology, 2003. (in Chinese)
[5]
CLARKEMJ, HANCOCKGJ. On the design of the top chord of stressed-arch frames[R]. Sydney: University of Sydney, 1992.