1 周云, 陈麟, 邓雪松等. 巨型框架-耗能支撑结构新体系. 广 州大学学报(自然科学版), 2007, 6(3): 56-61(Zhou Yun, Chen Lin, Deng Xuesong, et al. A new structure system: mega braced frame with energy dissipators. Journal of Guangzhou University (Natural Science Edition), 2007,6(3): 56-61 (in Chinese))
[2]
2 汪大绥, 周建龙, 袁兴方. 上海环球金融中心结构设计. 建筑结 构, 2007, 37(5): 8-12 (Wang Dasui, Zhou Jianlong, Yuan Xingfang. Structural design of Shanghai world financial center. Building Structure, 2007, 37(5): 8-12 (in Chinese))
[3]
3 顾盛, 唐柏鉴. 巨型钢框架—— 预应力复合支撑体系拉索截面 积预估方法. 中国矿业大学学报, 2013, 42(3): 489-494 (Gu Sheng,Tang Baijian. Estimation method on cable's sectional area of mega steel frame and pre-stressed composite brace structure. Journal of China University of Mining & Technology, 2013, 44(3): 489-494 (in Chinese))
[4]
4 Cao QS, Zhang ZH. A simplified strategy for force finding analysis of suspendomes. Engineering Structures, 2010,32(1): 306-318
[5]
5 杨维国, 邹清, 李兴坡等. 索托结构中拉索预应力水平的优化研 究. 中国矿业大学学报, 2012, 41(2): 219-224 (Yang Weiguo, Zou Qing, Li Xingpo, et al. An optimized pre-stress level for the design of cable supported trusses. Journal of China University of Mining & Technology, 2012, 41(2): 219-224 (in Chinese))
[6]
6 唐柏鉴, 朱晶晶. 撑杆式预应力钢压杆屈曲形态函数研究. 力 学与实践, 2010, 32(4): 51-57 (Tang Baijian, Zhu Jingjing. Buckling mode function of stayed steel column. Mechanics in Engineering, 2010, 32(4): 51-57 (in Chinese))
[7]
7 马珺, 唐柏鉴. 巨型钢框架—— 拉索吊挂结构拉索参数确定方 法. 力学与实践, 2012, 34(6): 23-26 (Ma Jun, Tang Baijian. Estimation of cable's parameters in mega steel frame and cable hanging structure. Mechanics in Engineering, 2012,34(6): 23-26 (in Chinese))
[8]
8 曾滨, 吕志涛. 预应力钢结构中的预应力作用及结构分类. 钢 结构, 2012, 27(12): 25-28 (Zeng Bin, L.u Zhitao. Prestress effect of the prestressed steel structure and the classification approach. Steel Construction, 2012, 27(12): 25-28 (in Chinese))
[9]
9 唐柏鉴, 顾盛. 预应力巨型支撑-钢框架结构初始预拉力取值 准则. 沈阳建筑大学学报(自然科学版), 2010, 26(3): 480-484 (Tang Baijian, Gu Sheng. Rule of initial prestress in prestress-mega-braced steel frame structure. Journal of Shenyang Jianzhu University (Natural Science Edition),2010, 26(3): 480-484 (in Chinese))
[10]
10 梅岭, 顾盛, 唐柏鉴. 巨型钢框架—— 预应力支撑体系预拉力 取值准则试验. 沈阳建筑大学学报(自然科学版), 2012, 28(5):776-781 (Mei Ling, Gu Sheng, Tang Baijian. Experimental study on rule of prestress in steel mega-frame-prestressbraced structure. Journal of Shenyang Jianzhu University (Natural Science Edition), 2012, 28(5): 776-781 (in Chinese))
