引文
[1]王星,董石麟,完海鹰.焊接球节点刚度对网架内力和挠度的影响分析[J].空间结构,1996,2(4):34-40Wang Xing,Dong Shilin,Wan Haiying.The influence of stiffness of welded spherical joints on internal force and displacement of space trusses[J].Spatial Structures,1996,2(4):34-40(in Chinese)
[2]罗永峰,胡素娟,沈祖炎,等.节点刚性对带拱肋单层柱面网壳的稳定性影响研究[J].空间结构,1995,1(2):18-22Luo Yongfeng,Hu Sujuan,Shen Zuyan,et al.The effect of the joint stiffness on stability of the single layer cylindrical reticulated shells reinforced with bar-arch[J].Spatial Structures,1995,1(2):18-22(in Chinese)
[3]张竟乐,赵金城.节点刚度对凯威特型单层球面网壳稳定性的影响[J].空间结构,2004,10(2):43-45Zhang Jingle,Zhao Jincheng.The influence of joint stiffness exerted on the stability of Kiewitte-type single-layer reticulated shells[J].Spatial Structures,2004,10(2):43-45(in Chinese)
[4]廖俊,张毅刚.焊接空心球节点荷载-位移曲线双线性模型研究[J].空间结构,2010,16(2):31-38Liao Jun,Zhang Yigang.The study of bilinear model for loading-deformation curve of welded hollow spherical joints[J].Spatial Structures,2010,16(2):31-38(in Chinese)
[5]顾磊,丁茂强,傅学怡,等.焊接球单层球面网壳精细化有限元分析[J].建筑结构学报,2011,32(8):42-50Gu Lei,Ding Maoqiang,Fu Xueyi,et al.A refined finite element analysis on single layer latticed domes with welded hollow spherical joints[J].Journal of Building Structures,2011,32(8):42-50(in Chinese)
[6]Xue Su-duo,Wang Ning,Li Xiong-yan.Study on shell element modeling of single-layer cyclindrical reticulated shell[J].Journal of the International Association for Shell and Spatial Structures,2013,54(1):57-66
[7]薛素铎,王宁,李雄彦,等.节点刚度对单层柱面网壳地震响应及内力的影响分析[J].世界地震工程,2011,27(3):47-52Xue Suduo,Wang Ning,Li Xiongyan et al.Influence of joint stiffness on seismic response and internal force of the singlelayer cylindrical reticulated shell[J].World Earthquake Engineering,2011,27(3):47-52(in Chinese)
[8]Yoshikatsu Tsuboi.Analysis,design and realization of space frames:a state-of-the-art report[J].Bulletin of the International Association for Shell and Spatial Structures,1984,25(1/2):114
[9]陈务军,董石麟,付功义,等.凯威特型局部双层网壳结构特性分析[J].空间结构,2001,7(1):25-33 Chen Wujun,Dong Shilin,Fu Gongyi,et al.Structural analysis for partial double-layer Kiewitt domes[J].Spatial Structures,2001,7(1):25-33(in Chinese)
[10]薛素铎,曹资,王健宁.单层柱面网壳弹塑性地震反应特征[J].地震工程与工程振动,2002,22(1):56-60Xue Suduo,Cao Zi,Wang Jianning.Elastic-plastic seismic response of single layer cylindrical lattice shells[J].Earthquake Engineering and Engineering Vibration,2002,22(1):56-60(in Chinese)
[11]曹正罡,陈肖达,范峰.均布荷载作用下单层球面网壳的弹塑性失稳模式研究[J].建筑钢结构进展,2011,13(6):19-23,30Cao Zhenggang,Chen Xiaoda,Fan Feng.Elasto-plastic instability mode of single-layer latticed domes under uniform load[J].Progress in Steel Building Structures,2011,13(6):19-23,30(in Chinese)
[12]林智斌,桂国庆,钱若军.单层球壳结构在简单荷载作用下的动力稳定分析[J].工程力学,2006,23(6):6-10Lin Zhibin,Gui Guoqing,Qian Ruojun.Dynamic stability of single-layer reticulated shells under simple loads[J].Engineering Mechanics,2006,23(6):6-10(in Chinese)
[13]马会环,范峰,柯嘉,等.网架网壳结构半刚性节点试验研究[J],建筑结构学报,2010,31(11):65-71,118Ma Huihuan,Fan Feng,Ke Jia et al.Experimental research on semi-rigid joints used in grid structures and reticulated domes[J].Journal of Building Structures,2010,31(11):65-71,118(in Chinese)
[14]郭小农,沈祖炎.半刚性节点单层球面网壳整体稳定性分析[J].四川建筑科学研究,2004,30(3):10-12Guo Xiaonong,Shen Zuyan..Analysis of stability of singlelayer spherical reticulated shells with semi-rigid joints[J].Sichuan Building Science,2004,30(3):10-12(in Chinese)
[15]范锋,曹正罡,崔美艳.半刚性节点单层球面网壳的弹塑性稳定性分析[J].哈尔滨工业大学学报,2009,41(4):1-6Fan Feng,Cao Zhenggang,Cui Meiyan.Elasto-plastic stability of semi-rigidity joint single-layer reticulated domes[J].Journal of Harbin Institute of Technology,2009,41(4):1-6(in Chinese)
[16]谢志红,常晓霞,刘锋,等.半刚性连接球面网壳结构的动力分析[J].空间结构,2009,15(2):42-47Xie Zhihong,Chang Xiaoxia,Liu Feng,et al.Dynamic analysis of grid shell structures with semi-rigid connections[J].Spatial Structures,2009,15(2):42-47(in Chinese)
[17]Aitziber López,Ingo Puente,Miguel A Serna.Numerical model and experimental tests on single-layer latticed domes with semi-rigid joints[J].Computers and Structures,2007,85(7/8):360-374
[18]EN 1993-1-8Eurocode 3:Design of Steel Structures.Part 1-8:Design of joints[S].2005
[19]Aitziber López,Ingo Puente,Hodei Aizpurua.Experiment and analytical studies on the rotational stiffness of joints for single-layer structures[J].Engineering Structures,2011,33(3):731-737
[20]韩庆华,潘延东,刘锡良.焊接空心球节点的拉压极限承载力分析[J].土木工程学报,2003,36(10):1-6Han Qinghua,Pan Yandong,Liu Xiliang.Analysis for the ultimate tensile and compressive bearing capacity of welded hollow spherical joints[J].China Civil Engineering Journal,2003,36(10):1-6(in Chinese)
[21]王秀丽,王磊.单层椭球网壳的动力性能研究[J].四川建筑科学研究,2009,35(1):19-22Wang Xiuli,Wang Lei.Study on the dynamic performance of single layer ellipse lattice shell[J].Sichuan Building Science,2009,35(1):19-22(in Chinese)
[22]Yang Dabin,Zhang Yigang,Wu Jinzhi.Application of incremental dynamic analysis in the collapse evaluation of single-layer latticed dome[J].Spatial Structures,2010,16(3):91-96
[23]廖俊,张毅刚,吴金志.半刚性连接焊接空心球网壳弹塑性分析的短杆模型[J].世界地震工程,2010,26(3):37-42Liao Jun,Zhang Yigang,Wu Jinzhi.Short-member model of reticulated shell with semi-rigid welded hollow spherical joints for elastic-plastic analysis[J].World Earthquake Engineering,2010,26(3):37-42(in Chinese)
[24]Li Li-min,Yuan Xing-fei.Influence of joint stiffness on dynamic performance of the single-layer reticulated shell[J].Spatial Structures,2011,17(3):92-96
[25]刘锡良,陈志华.网架焊接空心球节点破坏机理分析及承载能力试验研究[J].建筑结构学报,1994,15(3):38-44Liu Xiliang,Chen Zhihua.Analysis of collapse mechanism of welded hollow sphere joint in space trusses and experimental research of its bearing capacity[J].Journal of Building Structures,1994,15(3):38-44(in Chinese)
[26]姚念亮,董明,杨联萍,等.焊接空心球节点的承载能力分析[J].建筑结构,2000,30(4):36-38Yao Nianliang,Dong Ming,Yang Lianping,et al.Analysis of the bearing capacity of the welded spherical joint[J].Building Structure,2000,30(4):36-38(in Chinese)
[27]Qing-hua Han,Xi-liang Liu.Ultimate bearing capacity of the welded hollow spherical joints in spatial reticulated structures[J].Engineering Structures,2004,26(1):73-82
[28]董石麟,唐海军,赵阳,等.轴力和弯矩共同作用下焊接空心球节点承载力研究与实用计算方法[J].土木工程学报,2005,38(1):21-30Dong Shilin,Tang Haijun,Zhao Yang,et al.Load-carrying capacity and practical calculation method for welded hollow spherical joints subject to combined axial force and bending moment[J].China Civil Engineering Journal,2005,38(1):21-30(in Chinese)
[29]袁行飞,彭张立,董石麟.平面内三向轴压和弯矩共同作用下焊接空心球节点承载力[J].浙江大学学报:工学版,2007,41(9):1436-1442Yuan Xingfei,Peng Zhangli,Dong Shilin.Load-carrying capacity of welded hollow spherical joints subject to planar tri-directional combined axial force and bending moment[J].Journal of Zhejiang University:Engineering Science,2007,41(9):1436-1442(in Chinese)
[30]陈绍蕃.钢结构稳定设计的新进展[J].建筑钢结构进展,2004,6(2):1-13Chen Shaofan.Recent progress in structural steel stability design[J].Progress in Steel Building Structures,2004,6(2):1-13(in Chinese)