大跨空间结构理论研究和工程实践
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摘要
结构形式的创新和有力的理论研究支持 ,是大跨空间结构健康发展的两个关键因素。文章结合笔者参与的若干大型工程 ,从一个侧面反映我国十余年来在空间结构形式创新方面所进行的努力。简要介绍了笔者在悬索体系解析计算理论、单层网壳结构稳定性、网壳抗震性能和振动控制、悬索和薄膜结构的风致动力响应等理论研究领域取得的一些进展
The development of long span spatial structures is characterized by the continual innovation of structural forms and the prompt support of theoretical studies. Several unconventional spatial structures designed by the author are introduced in this article as examples to demonstrate the efforts of Chinese engineers to create innovative structural forms in the recent two decades. Some theoretical studies by the author including the analytic theory of cable suspended structures, the stability of reticulated shells, the seismic behavior and vibration control of reticulated shells, as well as the wind induced response analysis of cable structures are also presented.
The development of long span spatial structures is characterized by the continual innovation of structural forms and the prompt support of theoretical studies. Several unconventional spatial structures designed by the author are introduced in this article as examples to demonstrate the efforts of Chinese engineers to create innovative structural forms in the recent two decades. Some theoretical studies by the author including the analytic theory of cable suspended structures, the stability of reticulated shells, the seismic behavior and vibration control of reticulated shells, as well as the wind induced response analysis of cable structures are also presented.
引文
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[7] 叶继红 ,沈世钊 .TMD减振系统在网壳结构中的应用 [J].哈尔滨建筑大学学报 ,2 0 0 0 ,33 (4 )
[8] 范 峰 ,沈世钊 .网壳结构的粘滞阻尼减振分析与实验研究 [J].地震工程与工程振动 . 2 0 0 0 ,2 0(1) :10 5～ 111
[9] ShenShizhao ,YangQingshan .Wind -inducedre sponseanalysisandwind -resistantdesignofhyperbol icparaboloidcadlenetstructures [J].InternationalJofSpaceStructures ,1999,14(1) :5 7～ 6 5
[10 ] 向 阳 ,沈世钊 ,李 君 .薄膜结构的风振响应分析 [J].建筑结构学报 ,1999,2 0 (6 ) :38～ 46
[2 ] 沈世钊 ,顾年生 .亚运会石景山体育馆组合双曲抛物面网壳屋盖结构 [J].建筑结构学报 ,1990 ,11(1) :2 1～ 2 9
[3] 沈世钊 ,蒋兆基 .亚运会朝阳体育馆组合索网屋盖结构 [J].建筑结构学报 ,1990 ,11(3) :1～ 9
[4 ] 沈世钊 ,徐崇宝 ,陈 昕 .哈尔滨速滑馆巨型网壳结构 [J].建筑结构学报 ,1995 ,16 (6 ) :16～ 2 0
[5 ] 沈世钊 ,徐崇宝 ,赵 臣 .悬索结构设计 [M ].北京 :中国建筑工业出版社 ,1997
[6 ] 沈世钊 ,陈 昕 .网壳结构稳定性 [M ].北京 :科学出版社 ,1999
[7] 叶继红 ,沈世钊 .TMD减振系统在网壳结构中的应用 [J].哈尔滨建筑大学学报 ,2 0 0 0 ,33 (4 )
[8] 范 峰 ,沈世钊 .网壳结构的粘滞阻尼减振分析与实验研究 [J].地震工程与工程振动 . 2 0 0 0 ,2 0(1) :10 5～ 111
[9] ShenShizhao ,YangQingshan .Wind -inducedre sponseanalysisandwind -resistantdesignofhyperbol icparaboloidcadlenetstructures [J].InternationalJofSpaceStructures ,1999,14(1) :5 7～ 6 5
[10 ] 向 阳 ,沈世钊 ,李 君 .薄膜结构的风振响应分析 [J].建筑结构学报 ,1999,2 0 (6 ) :38～ 46
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