期刊文献+

结构抗震能力评估计算程序的编制 被引量:6

COMPOSITION OF COMPUTATION PROGRAM FOR EVALUATION OF EARTHQUAKE-RESISTANT CAPABILITY OF REINFORCED CONCRETE FRAME CONSTRUCTION
下载PDF
导出
摘要 简述了基于强度与延性理论的钢筋混凝土框架结构抗震能力评估方法,给出了抗震能力评估步骤,详细说明了为实现抗震能力的定量评估所编制的程序的主要功能及其编程思想。实例评估表明,编制的抗震能力评估计算程序,紧密结合我国建筑抗震设计规范,与ETABS集成软件结合,既可定量评估建筑结构抗震能力,也可从评估结果中了解造成抗震能力不足的原因,为抗震能力评估提供了新的思路。 It is introduced the appraisal method for earthquake-resistant capability of reinforced concrete frame construction based on theory, of intensity and toughness, and is also presented a series of operating processes to evaluate earthquakeresistant capability. The main functions and ideals of program are introduced detailedly. From the applied illustrations, it can clearly be seen that the Human-Computer Interaction Program that is integrated with China code for aseismic design of buildings and ETABS software can not only evaluate quantitatively the earthquake-resistant capability of buildings but also find out the causation to beget shortage from results. Which provides a new thought for evaluating quantitatively the earthquake-resistant capability of buildings.
出处 《工业建筑》 CSCD 北大核心 2006年第9期14-16,5,共4页 Industrial Construction
基金 广西科学研究与技术开发计划项目(桂科攻0322022-2)
关键词 RC框架结构 抗震能力 评估方法 计算程序 RC frame construction earthquake-resistant capability appraisal method computation program
  • 相关文献

参考文献2

二级参考文献1

  • 1何锦明 蔡益超 陈清泉.钢筋混凝土建筑物耐震能力评估法及推广[R].台湾:"内政部"建筑研究所,1999..

共引文献12

同被引文献30

  • 1杨东林.旧房加层改造的设计与施工技术建议[J].广西大学学报(自然科学版),2002,27(z1):194-196. 被引量:1
  • 2杨仕升,郝效强,秦荣.钢筋混凝土框架结构抗震能力评估研究[J].地震工程与工程振动,2005,25(5):80-84. 被引量:13
  • 3黄安芳,邓金星,刘春华.钢筋砼箱肋拱桥加固技术的应用及探讨[J].广西大学学报(自然科学版),2006,31(B06):264-266. 被引量:5
  • 4GB50010-2002.混凝土结构设计规范[S].[S].,..
  • 5GB50011-2001.建筑抗震设计规范[S].[S].,..
  • 6GB50011-2001,建筑抗震设计规范[S].北京:中国建筑工业出版社,2001.
  • 7ATC -40. Seismic evaluation and retrofit of concrete buildings[ R]. Applied Technology Council. Red Wood City. California. 1996.
  • 8Peter Fajfar,Peter Gaspersic. The N2 method for the seismic damage analysis of RC buildings[J]. Earthquake Engineering and Structural Dynam- ics,1996,25:31-46.
  • 9Peter Fajfar. Capacity spectrum method based on inelastic demand spectra[ J]. Earthquake Engineering and Structural Dynamics, 1999,28:979-993.
  • 10Anil K. Chopra, Rakesh K. Goel. Capacity - demand - diagram methods for estimating seismic deformation of inelastic structures: SDF System [ R]. Report No. PEER-1999/02, Pacific Earthquake Engineering Research Center.

引证文献6

二级引证文献18

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部