参考文献/References:
[1] Geiger D H.The design and construction of two cable domes for the Korean Olympics [C]// Proceeding of IASS-ASCE.Osaka(USA):[s.n.],1986:265-272.
[2] Levy M P.The Georgia dome and beyond achieving light weight-long span structures [C] // Proceeding of IASS-ASCE.Atlanta(USA):[s.n.],1994:560-562.
[3] Zhang Guojun,Ge Jiaqi,Wang Shu, et al. Design and research on cable dome structural system of the national fitness center in ejin horo banner,inner mongolia[J]. Journal of Building Structures, 2012, 33(4): 12-22.(in Chinese)
张国军,葛家琪,王树,等. 内蒙古伊旗全民健身体育中心索穹顶结构体系设计研究[J]. 建筑结构学报,2012, 33(4): 12-22.
[4] Wang Z H, Yuan X F, Dong S L. Simple approach for force finding analysis of circular geiger domes with consideration of self-weight[J]. Journal of Constructional Steel Research, 2010, 66(2): 317-322.
[5] Xi Y, Xi Z, Qin W H. Form-finding of cable domes by simplified force density method[J]. Proceedings of the Institution of Civil Engineers-Structures and Buildings, 2011, 164(3): 181-195.
[6] Yuan X F, Wang Z H, Dong S L. Simplified techniques for prestress design and load analysis of geiger domes[J]. Advanced Science Letters, 2011, 4(8/9/10): 3256-3260.
[7] Liu Xuechun, Zhang Ailin, Xie Weiwei, et al. Fire resistance analysis of large-span cable dome structure[J]. Journal of Building Structures, 2012, 33(4): 31-39.(in Chinese)
刘学春,张爱林,谢伟伟,等. 大跨度索穹顶结构抗火性能分析[J]. 建筑结构学报,2012, 33(4): 31-39.
[8] Zhang Cheng, Wu Hui, Gao Boqing, et al. Geometry-based construction technique and application of geiger type cable dome[J]. Journal of Shenzhen University Science and Engineering, 2012, 29(3): 10-15.(in Chinese)
张成,吴慧,高博青,等. 肋环型索穹顶结构的几何法施工及工程应用[J]. 深圳大学学报理工版,2012, 29(3): 10-15.
[9] Wang Zeqiang, Cheng Shuhua, You Deqing. Research on construction techniques of cable dome roof[J]. Journal of Building Structures, 2012, 33(4): 67-76.(in Chinese)
王泽强,程书华,尤德清,等. 索穹顶结构施工技术研究[J]. 建筑结构学报, 2012, 33(4): 67-76.
[10] He Jian, Yuan Xingfei, Jin Bo. Analysis of cable domes with rupture of local cable[J]. Journal of Vibration and Shock, 2010, 29(11): 13-16. (in Chinese)
何键,袁行飞,金波. 索穹顶结构局部断索分析[J]. 振动与冲击,2010, 29(11): 13-16.
[11] Yuan Xingfei,Dong Shilin. New forms and initial prestress calculation of cable domes[J].Engineering Mechanics,2005,22(2):22-26.(in Chinese)
袁行飞,董石麟.索穹顶结构的新形式及其初始预应力确定[J].工程力学,2005,22(2):22-26.
[12] Wu Hui,Cen Diqin,Gao Boqing. Approximate optimization and performance analysis of rigid cable dome structure[J].Journal of Zhejiang University Engineering Science, 2011, 45(11): 1766-1771.(in Chinese)
吴慧,岑迪钦,高博青.刚性索穹顶结构的近似优化与性能分析[J].浙江大学学报工学版, 2011, 45(11): 1766-1771.
[13] Qiao Hongwei,Lv Zhenzhou.Dynamic reIiability sensitivity analysis for stochastic structures under random excitations[J]. Journal of Vibration Engineering,2008,21(4):404-408.(in Chinese)
乔红威,吕震宙.随机激励下随机结构动力可靠性灵敏度分析[J].振动工程学报,2008,21(4):404-408.
相似文献/References:
[1]朱美春,刘建新,王清湘.钢骨-方钢管高强混凝土柱的轴压比限值[J].深圳大学学报理工版,2010,27(1):95.
ZHU Mei-chun,LIU Jian-xin,and WANG Qing-xiang.Axial load limit for square steel tubes filled with steel-reinforced high-strength concrete[J].Journal of Shenzhen University Science and Engineering,2010,27(No.3(221-330)):95.
[2]周海俊,米红雨,谭也平.锈蚀-疲劳作用下的砼梁桥失效概率分析[J].深圳大学学报理工版,2010,27(1):109.
ZHOU Hai-jun,MI Hong-yu,and TAN Ye-ping.Failure probability analysis of reinforced concrete bridges under coupled corrosion fatigue effects[J].Journal of Shenzhen University Science and Engineering,2010,27(No.3(221-330)):109.
[3]白音,石永久,王元清.火灾中网架结构受力分析与设计方法[J].深圳大学学报理工版,2011,28(No.2(095-188)):113.
BAI Yin,SHI Yong-jiu,and WANG Yuan-qing.Mechanical properties analysis and design method for grid structures under fire conditions[J].Journal of Shenzhen University Science and Engineering,2011,28(No.3(221-330)):113.
[4]管民生,韩大建,杜宏彪,等.钢筋混凝土框架结构的抗震性能指标研究[J].深圳大学学报理工版,2011,28(No.3(189-282)):200.
GUAN Min-sheng,HAN Da-jian,DU Hong-biao,et al.A new seismic performance index for reinforced concrete frame structures[J].Journal of Shenzhen University Science and Engineering,2011,28(No.3(221-330)):200.
[5]蔡健,林焕彬,侯磊,等.带约束拉杆矩形钢管混凝土短柱延性分析[J].深圳大学学报理工版,2011,28(No.3(189-282)):213.
CAI Jian,LIN Huan-bin,HOU Lei,et al.Analysis of ductility of rectangular concrete-filled steel tube stub columns with binding bars subjected to eccentric loading[J].Journal of Shenzhen University Science and Engineering,2011,28(No.3(221-330)):213.
[6]方明霁,李国强,李一松.型钢混凝土中高剪力墙的抗震性能[J].深圳大学学报理工版,2012,29(No.1(001-094)):38.[doi:10.3724/SP.J.1249.2012.01038]
FANG Ming-ji,LI Guo-qiang,and LI Yi-song.Seismic behavior of steel reinforced concrete mid-rise shear wall[J].Journal of Shenzhen University Science and Engineering,2012,29(No.3(221-330)):38.[doi:10.3724/SP.J.1249.2012.01038]
[7]蔡健,梁伟盛,林辉.方钢管混凝土柱抗剪性能试验研究[J].深圳大学学报理工版,2012,29(No.3(189-282)):189.[doi:10.3724/SP.J.1249.2012.03189]
CAI Jian,LIANG Wei-sheng,et al.Experimental study on shear resistance performance of concrete filled square steel tubular columns[J].Journal of Shenzhen University Science and Engineering,2012,29(No.3(221-330)):189.[doi:10.3724/SP.J.1249.2012.03189]
[8]张成,吴慧,高博青,等.肋环型索穹顶结构的几何法施工及工程应用[J].深圳大学学报理工版,2012,29(No.3(189-282)):195.[doi:10.3724/SP.J.1249.2012.03195]
ZHANG Cheng,WU Hui,GAO Bo-qing,et al.Geometry-based construction technique and application of Geiger type cable dome[J].Journal of Shenzhen University Science and Engineering,2012,29(No.3(221-330)):195.[doi:10.3724/SP.J.1249.2012.03195]
[9]陆金钰,李娜,范圣刚.面向几何坐标的张拉整体结构找形算法[J].深圳大学学报理工版,2012,29(No.3(189-282)):211.[doi:10.3724/SP.J.1249.2012.03211]
LU Jin-yu,LI Na,and FAN Sheng-gang.Geometry-oriented form-finding method for tensegrity[J].Journal of Shenzhen University Science and Engineering,2012,29(No.3(221-330)):211.[doi:10.3724/SP.J.1249.2012.03211]
[10]傅学怡,徐娜.新型矩形钢管混凝土柱节点轴压传力机制研究[J].深圳大学学报理工版,2012,29(No.4(283-376)):283.[doi:10.3724/SP.J.1249.2012.04283]
FU Xue-yi and XU Na.Research on axial compression force transmission mechanism of a new form of concrete-filled rectangular steel tube column joint[J].Journal of Shenzhen University Science and Engineering,2012,29(No.3(221-330)):283.[doi:10.3724/SP.J.1249.2012.04283]