[1] 李辉荣. 升阶试函数族在矩形板大挠度问题中的应用. 力学与实践, 2004, 26(3): 47-50 (Li Huirong. A new type of trial functions in applications to the solution of large deflection perturbation equations for rectangular plates. Mechanics in Engineering, 2004, 26(3): 47-50 (in Chinese))
[2]
[2] 张新红, 侯作富. 圆薄板材料性能随温度变化的大挠度弯曲分析. 力学与实践, 2007, 29(2): 46-49(Zhang Xinhong, Hou Zuofu. Large deflection analysis for thin circular plate with temperature-dependent properties. Mechanics in Engineering, 2007, 29(2): 46-49 (in Chinese))
[3]
[3] GB50010-2010, 混凝土结构设计规范.(GB50010-2010) Code for design of concrete Structures. (in Chinese))
[4]
[4] ACI318-08, Building Code Requirments for Structural Concrete.
[5]
[5] AS3600-2009, Australian standard: Concrete Structure.
[6]
[6] CSA23.3-04,Design of Concrete Structures.
[7]
[7] EN1992-1-1:2004, Eurocode 2: Design of Concrete Struc- tures--Part 1-1: General Rules and Rules for Buildings.
[8]
[8] 李国强, 韩林海, 楼国彪等. 钢结构及钢-混凝土组合结构抗火设计. 北京: 中国建筑工业出版社, 2006. 203-222 (Li Guoqiang, Han Linhai, Lou Guobiao, et al. Fire performance of steel structures or steel-concrete composite structures. Beijing: China Architecture Industry Press, 2006:203-222. (in Chinese))
[9]
[9] Brown PT, Trahair NS. Finite integral solution of differential equations. C. E. T. I. E of Australia, 1968, CE10(2)
[10]
[10] 陈骥. 钢结构稳定理论与设计. 北京: 科学出版社, 2006. 223-228 (CHEN Ji, Theory and design for stability of steel structures. Beijing: Science Press, 2006:223-228. (in Chinese))
