3 Gu Sheng, Tang Baijian, Shao Jianhua. Estimation theoryon cable's diameter in pre-stressed mega steel frame struc-ture. Applied Mechanics and Materials, 2011, 94: 310-315
[4]
4 唐柏鉴,朱晶晶. 撑杆式预应力钢压杆最佳初始预拉力完备理论解. 工程力学,2011, 28(9): 143-148 (Tang Baijian, ZhuJingjing. Perfect theoretical equation of optimum initialprestress of stayed steel column. Engineering Mechanics,2011, 28(9): 143-148 (in Chinese))
[5]
5 毋英俊,陈志华,吕青. 滚动式撑杆下节点研究与应用. 工业建筑,2010,40(8):27-34 (Wu Yingjun, Chen Zhihua, LüQing. Research and application of roll cable-strut joint insuspend-dome. Industrial Construction, 2010, 40(8): 27-34(in Chinese))
[6]
6 顾盛,唐柏鉴. 多层预应力巨型支撑-- 钢框架结构拉索初拉力预估研究. 工业建筑,2011,41(1):120-123 (Gu Sheng, TangBaijian. Estimation of initial tension of cables in multi-storey prestress-mega-braced steel frame structure. Indus-trial Construction, 2011, 41(1): 120-123 (in Chinese))
[7]
7 唐柏鉴, 马珺, 沈超明等. 预应力钢结构微尺模型实验技术. 实验室研究与探索, 2012,31(3):4-8 (Tang Baijian, Ma Jun,Shen Chaoming, et al. Experiment technology on small-scale of pre-stressed steel structure. Research and Explo-ration in Laboratory, 2012,31(3):4-8 (in Chinese))