[1] MASAO S, AKIRA O. The role of string in hybrid string structure [J]. Engineering Structures, 1999, 21(8): 756-769.
[2] 邵瑞.张弦桁架结构的整体稳定性能研究[D].昆明:昆明理工大学,2009: 63-72.
SHAO Rui. The research on integral stability of the string truss structure [D].Kunming: Kunming University of Science and Technology, 2009: 63-72.
[3] 黄利锋,冯健,赵建,等.内凹式索拱结构极限承载力研究[J].建筑结构学报,31(2), 41-47.
HUANG Li-feng, FENG Jian, ZHAO Jian, et al. Ultimate loading capacity of inner concave cable arch structure [J].Journal of Building Structures,31(2), 41-47.
[4] 姜正荣,石开荣,徐牧,等.某椭圆抛物面辐射式张弦梁结构的非线性屈曲及施工仿真分析[J].土木工程学报,2011,44(12), 18.
JIANG ZHENG-rong, SHI Kai-rong, XU Mu, et al. Analysis of nonlinear buckling and construction simulation for an elliptic paraboloid radial beam string structure [J]. China Civil Engineering Journal, 2011, 44(12), 18.
[5] 王树,葛家琪,李健.迁安文化会展中心平面张弦梁结构稳定性研究[J].建筑结构,2009,39(10): 7984.
WANG Shu, GE Jia-qi, LI Jian. Analysis and research on the stability performance of plane beam string structure [J]. Building Structure, 2009,39(10): 79-84.
[6] 冯强. 张弦梁结构稳定性分析[D].北京:北京工业大学,2004: 16-22.
FENG Qiang. Stability analysis of beam string structure [D]. Beijing: Beijing University of Technology, 2004: 16-22.
[7] 沈雁彬,郑君华,罗尧治.北京北站张弦桁架结构模型试验研究[J].建筑结构学报,2010,31(11): 51-56.
SHEN Yan-bin, ZHENG Jun-hua, LUO Yao-zhi. Experimental study on truss string structure of Beijing North Station [J]. Journal of Building Structures, 2010, 31(11): 51-56.
[8] 罗尧治,张彦,李娜,等.北京北站张弦桁架结构工程[C]∥第八届全国现代结构工程学术研讨会.天津:天津大学,2008: 426-429.
LUO Yao-zhi, ZHANG Yan, LI Na, et al. Truss string structure project of Beijing north station [C] ∥Proceeding of the Eighth National Conference on Modern Structural Engineering. Tianjin: Tianjin University, 2008: 426-429.
[9] 张彦.大跨度张弦桁架结构设计及试验研究[D].杭州:浙江大学,2008: 24-31.
ZHANG Yan. Design and experimental research for large-span truss string structure [D]. Hang zhou: Zhejiang University, 2008: 24-31.
[10] 王成,张毅刚.大跨度张弦立体桁架受力性能研究[J].建筑结构,2010,40(6),60-62.
WANG Cheng, ZHANG Yi-gang. Force performance study of the truss string structures with long span [J]. Building Structure, 2010, 40(6), 60-62.
[11] 姚国红,刘树堂,康丽萍.单榀张弦桁架结构各因数的影响分析[J].河南科技大学学报:自然科学版, 2008,29(2),65-70.
YAO Guo-Hong, LIU Shu-Tang, KANG Li-Ping. Influence Analysis of Factors of Single Truss String Structure [J]. Journal of Henan University of Science & Technology: Natural Science, 2008, 29(2), 65-70.
[12] JGJ7-2010,空间网格结构技术规程[S].北京:中国建筑工业出版社,2010.
JGJ7-2010, Technical specification for space frame structures [S].Beijing: China Building Industry Press, 2010.
[13] 龙驭球,包世华,匡文起,等.结构力学教程(Ⅰ)[M].北京:高等教育出版社,2001: 234-304. |