引文
[1]SAITOH M.Study on mechanical characteristics complexstructure composed of a membrane and a beam of a light-weight string structure[C]//I ASS Symposium on SpatialLattice and Tension Structures,Atlanta,GA,USA,1994:633-641.
[2]陈以一,沈祖炎,赵宪忠,等.上海浦东国际机场候机楼R2钢屋架足尺试验研究[J].建筑结构学报,1999,20(2):9-17.CHEN Yi-yi,SHEN Zu-yan,ZHAO Xian-zhong,et al.Ex-peri ment study on a full-scale roof truss of Shanghai Pudonginternational airport terminal[J].Journal of Building Struc-tures,1999,20(2):9-17.(In Chinese)
[3]孙文波,杨叔庸,陈荣毅.广州国际会展中心张弦桁架竖向刚度性能[J].华南理工大学学报:自然科学版,2003,31(11):33-36.SUN Wen-bo,YANG Shu-yong,CHEN Rong-yi.Stiffnessperformance of truss-string structure of Guangzhou interna-tional convention and exhibition center[J].Journal of SouthChina University of Technology:Natural Science Edition,2003,31(11):33-36.(In Chinese)
[4]李维滨,施骏,郭正兴.大跨度张弦桁架预应力张拉控制研究[J].东南大学学报:自然科学版,2003,33(5):593-596.LI Wei-bin,SHI Jun,GUO Zheng-xing.Research on pre-stress stretching control of a large-span truss string structure[J].Journal of Southeast University:Natural Science Edi-tion,2003,33(5):593-596.(In Chinese)
[5]吴祥明.浦东国际机场建设———航站楼屋盖[M].上海:上海科学技术出版社,1999.
[6]杨睿,董石麟,倪英戈.预应力张弦梁结构的形态分析———改进的逆迭代法[J].空间结构,2002,8(4):29-35.YANG Rui,DONG Shi-lin,NI Ying-ge.Formfinding analy-sis of prestressed beamstring structure—modified inverse-it-eration method[J].Spatial Structures,2002,8(4):29-35.(In Chinese)
[7]赵宪波,叶继红.张弦梁(桁架)结构的找形方法———分级卸载法[J].计算力学学报,2007,24(6):846-852.ZHAO Xian-bo,YEJi-hong.Methodfor formfinding of beamstring structure:method of offload by step[J].ChineseJournal of Computational Mechanics,2007,24(6):846-852.(In Chinese)
[8]乔文涛,陈志华,韩庆华.平面张弦梁结构风致响应的频域分析[J].天津大学学报,2008,41(11):1326-1332.QI AO Wen-tao,CHEN Zhi-hua,HAN Qing-hua.Frequencydomain analysis of wind-induced vibration response of planebeamstring structure[J].Journal of Tianjin University,2008,41(11):1326-1332.(In Chinese)
[9]赵宪忠,陈建兴,陈以一.张弦梁结构张拉过程中的结构性能试验研究[J].建筑结构学报,2007,28(4):1-7.ZHAO Xianzhong,CHEN Jianxing,CHEN Yi-yi.Experi-mental study on structural performance during prestressing ofbeam string structure[J].Journal of Building Structures,2007,28(4):1-7.(In Chinese)
[10]XUE Wei-chen,LI U Sheng.Design opti mization and experi-mental study on beamstring structures[J].Journal of Con-structional Steel Research,2009,65:70-80.
[11]樊坷,李振宝,夏兵,等.国家体育馆屋盖模型模拟地震振动台试验研究[J].北京工业大学学报,2008,34(2):159-166.FAN Ke,Ll Zhen-bao,XI A Bing,et al.Shaking table studyon the national gymnasiumroof model[J].Journal of BeijingUniversity of Technology,2008,34(2):159-166.(In Chi-nese)
[12]尚仁杰,吴转琴,李佩勋,等.基于平衡荷载的双向张弦梁下弦拉索找形方法[J].工程力学,2008,25(3):174-181.SHANG Ren-jie,WU Zhuan-qin,LI Pei-xun,et al.Theform-finding method based on balanced load of the downstring-net of bi-directional beam-string structure[J].Engi-neering Mechanics,2008,25(3):174-181.(In Chinese)
[13]CAI Jian-guo,FENG Jian,CHEN Yao,et al.Study on theseismic performance of space beam string structure[C]//14th World Conference of Earthquake Engineering,2008,Beijing,China
[14]KANG Wen-jiang,CEHN Zhi-hua,LAM H,et al.Analysisand design of the general and out most-ring stiffened suspen-dome structures[J].Engineering Structures,2003,25(13):1685-1695.
[15]KITIPORNCHAI S,KANG Wen-jiang,LAM H,et al.Fac-tors affecting the design and construction of lamella suspend-dome systems[J].Journal of Construction Steel Research,2005,61(6):764-785.