期刊文献+

板柱—抗震墙办公楼结构设计 被引量:1

On structural design for slab-column and anti-seismic wall office buildings
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摘要 通过工程实例总结了设计板柱—抗震墙结构时应注意的计算方法的选用,等代框架梁宽度计算,平面结构布置等问题,着重阐述了选用等代框架法中梁宽的取值、板厚的取值,以期指导实践。 According to the engineering examples,the paper sums up some attentive problems for designing the slab-column and anti-seismic wall structure,including the selection of the calculation methods,the equivalent frame-beam calculation of width,and the allocation of the plane structure,and illustrates the evaluation for the beam's width and the thickness of the plate in the equivalent frame method,so as to direct the practice.
作者 戴亚鹏
出处 《山西建筑》 2011年第27期51-53,共3页 Shanxi Architecture
关键词 无梁楼盖 板柱—抗震墙结构 等代框架法 等代梁宽度 girderless floor slab-column and anti-seismic wall structure the equivalent frame method width of equivalent beam
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参考文献2

  • 1GB50011-2010,建筑抗震设计规范[S].
  • 2JGJ 3-2002/J186-2002高层建筑混凝土结构技术规程[S].

共引文献1853

同被引文献15

  • 1郭楠,郭轶宏,杨颖伟.板柱-剪力墙结构适用高度研究[J].沈阳建筑大学学报(自然科学版),2011,27(1):79-83. 被引量:6
  • 2龚模松,陆兢.上反柱帽的无梁楼盖设计[J].工业建筑,2011,41(S1):233-235. 被引量:2
  • 3吴强,程文瀼.板柱结构中柱节点抗震性能的试验研究[J].地震工程与工程振动,2006,26(4):83-89. 被引量:6
  • 4郭楠,郑文忠.板-柱结构设计相关问题[J].哈尔滨工业大学学报,2007,39(8):1206-1210. 被引量:11
  • 5吴强,艾军,陈少林,董欣.板柱-剪力墙结构抗震的弹塑性时程分析及失效模拟[J].振动与冲击,2007,26(11):95-98. 被引量:7
  • 6Huang W, Gould P L. 3-D Pushover analysis of a collapsed reinforced concrete chimney [J]. Finite Elements in Analysis and Design, 2007, 43(11/12) :879 -887.
  • 7Faleiro J, Oller S, Barbat A H. Plastic-damage seismic model for reinforced concrete frames[J]. Computers and Structures, 2008,86 ( 7/ 8) :581 -597.
  • 8Peter G, Milan J. Damage-plastic model for concrete failure [ J ]. International Journal of Solids and Structures, 2006,43 : 7166 - 7196.
  • 9Voyiadjis G Z, Taqieddin Z N, Kattan P I. Ani- sotropic damage-plasticity model for concrete [J]. International Journal of Plasticity, 2008, 24(10) :1946 - 1965.
  • 10Jason L, Huerta A, Cabot G P, et al. An elastic plastic damage formulation for concrete:appli- cation to elementary tests and comparison with an isotropic damage model [J]. Computer Methods in Applied Mechanics and Engineer- ing ,2006,195 (52) :7077 - 7092.

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