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大跨钢桁架屋盖结构选型及节点抗震分析

Structural Seletion and Joint Seismic Analysis of Long Span Steel Truss Roof
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摘要 文章对大跨度屋盖结构在较大荷载条件下的结构方案进行了选型。通过对比,变高度桁架相对等高度桁架具备相对较优的性能指标和经济性。另外,重点考虑了桁架与型钢混凝土柱连接节点的受力问题。设计通过对连接节点进行多尺度分析,确保了连接节点的受力安全。 The structural schemes of long-span roof structure under large load has been evaluated.By comparison,the variable height truss has relatively better performance and economy than the constant height truss.In addition,the stress of the connection between truss and SRC column has also been considered.Through the multi-scale analysis of the joint,the safety of the joint has been ensured.
作者 肖蔚 沈古成 缪汉良 XIAO Wei;SHEN Gu-cheng;MIAO Han-liang(Nanjing City-town Architectural Design&Cousulting Co.,Ltd,Nanjing Jiangsu 210000 China;Jiangsu Building Science Research Institute Co.,Ltd,Nanjing Jiangsu 210008 China;College of Civil Engineering,Nanjing Tech University,Nanjing Jiangsu 211186 China)
出处 《江苏建筑》 2021年第5期42-45,共4页 Jiangsu Construction
关键词 大跨屋盖选型 变高度桁架 多尺度分析 selection of large-sized roof variable height truss multi-scale analysis
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  • 1孙正华,李兆霞,陈鸿天,殷爱国.考虑局部细节特性的结构多尺度模拟方法研究[J].特种结构,2007,24(1):71-75. 被引量:22
  • 2李兆霞,孙正华,郭力,陈鸿天,余洋.结构损伤一致多尺度模拟和分析方法[J].东南大学学报(自然科学版),2007,37(2):251-260. 被引量:52
  • 3Ladeveze P. A multiscale computational approach for contact problems[J]. Computer Methods in Applied Mechanics and Engineering, 2002, 191 (43): 4869- 4891.
  • 4Khandelwal K, El-Tawil S simulation of progressive Multiscale computational collapse of steel frames [A]. Proceedings of the ASCE Structures Congress [C]. NY, 2005.
  • 5Broughton J Q, Abraham FF, Bernstein N, et al. Concurrent coupling of length scales; methodology and application[J]. Physical Review B (Condensed Matter and Materials Physics), 1999,60 (4) : 2391- 2403.
  • 6Rudd R E, Broughton J Q. Concurrent coupling of length scales in solid state systems[J]. Phys Stat Sol (b) ,2000,217:251-291.
  • 7MSC. Software Corporation. MSC. Marc User's Manual (Volume D, User Subroutines and Special Routines) [R]. Santa Ana, CA 92707. MSC. Software Corporation, 2005 : 2-45-2-49.
  • 8潘鹏,林旭川,王栽,等.钢骨混凝土柱-钢筋混凝土梁环梁节点试验研究[A].第十一届高层建筑抗震交流会论文集[C].2007:92-98.
  • 9唐志平,胥建龙.离散元与壳体有限元结合的多尺度方法及其应用[J].计算力学学报,2007,24(5):591-596. 被引量:15
  • 10杨建宏.基于小波理论的多尺度计算方法[J].科技信息,2007(36):15-16. 被引量:4

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