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框架结构平面局部开大洞的抗震性能分析

Analysis of the seismic performance of frame construction with large hole in partial plane
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摘要 为保证结构的整体抗震性能,对某中学图书馆进行了结构抗震性能验算,并对结构的受力性能进行了有限元分析,提出了几点加强措施及注意事项,供同类工程设计参考。 In order to ensure the seismic performance of the overall structure, a middle school library as an example of the seismic performance of structures is taken in this paper, the mechanical properties of the structure are analyzed by finite element analysis, and puts forward some meas- ures and matters needing attention, for similar engineering design reference.
出处 《山西建筑》 2013年第36期41-42,共2页 Shanxi Architecture
关键词 抗震性能 有限元分析 结构 seismic performance, finite element analysis, structure
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  • 1扶长生.抗震设计中的平扭耦联问题[J].建筑结构学报,2006,27(2):40-46. 被引量:17
  • 2FARZAD NAEIM, BOPPANA R RAO. Seismic Design of Floor Diaphragm, Chapter 8 of the Seismic Design Handbook edited by Farzad Naeim[ M]. Boston : Klower Academic Publishers, 2001.
  • 3Computers & Structures Inc. ETABS Users Manual[ M]. 1999.
  • 4Applied Technology Council. Seismic Evaluation and Retrofit of Concrete Buildings(ATC 40) [ S]. 1996.
  • 5中国建筑科学研究院.PUSH&EPDA用户手册及技术条件[M].2005.
  • 6PETER MARTI. Design of concrete slabs for transverse shear[J]. ACI Structural Journal, 1990, 87(2): 180-190.
  • 7International Code Council. International Building Code[ S]. 2003.
  • 8NILSON A H, et al. Design of Concrete Structures [ M ]. New York : Mc Graw-Hin, 2003.
  • 9(GB50010-2002).混凝土结构设计规范[S].[S].中华人民共和国国家标准编写组,[s. L.]:[s.N.],2002..
  • 10(GB50011-2001).建筑抗震设计规范[S].[S].,..

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