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面向对象方法实现混凝土框架推覆试验 被引量:1

Simulation of Reinforced Concrete Frame Pushover Test Based on the Object-oriented Programming Method
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摘要 弹塑性静力分析方法(即Pushover分析法)正逐步成为一种分析结构地震性能的新方法,它既避免了以往非线性动力分析的繁琐,又具有较好的准确性。但目前针对Pushover试验进行分析的软件很少。文章对钢筋混凝土框架的Pushover试验理论进行了研究,利用面向对象的方法实现了混凝土框架虚拟建模、荷载施加、传感器安装以及最终数值分析的Push-over静力试验全过程。文章中给出了实现混凝土框架Pushover试验软件的总体编制思想及实现方法。 Inelastic static push - over method is becoming a novel methodology for seismic evaluation of structures. It's been proved by practical engineering abroad as having good accuracy and simplicity. It can save both the cost and computational time. But . there is little software aiming at solving the problem of Pushover test now. In this paper, the software is programmed with object - oriented method, which can simulate actually the whole process of reinforced concrete frame push over test by studying the method of Pushover analysis. The core of program idea and the way for its realization are also presented.
出处 《地下空间与工程学报》 CSCD 2007年第1期73-77,共5页 Chinese Journal of Underground Space and Engineering
关键词 推覆试验分析 混凝土框架 面向对象方法 虚拟现实 pushover analysis reinforced concrete frame object - oriented method virtual reality
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  • 1[美]OpenGL 体系评审委员会 MASON WOO,JACKIE NEIDER,TOM DAVIS,DAVE SHREINER著.吴斌,段海波,薛凤武译.《OpenGL 编程权威指南》[M].中国电力出版社,2001.
  • 2M.R.MAHERI,R.KOUSARI,M.RAZAZAN.Pushover tests on steel X-braced and knee-braced RC frames.Engineering Structures[J].2003,25:1697-1705.
  • 3A.M.MWAFY,A.S.ELNASHAI.Static pushover versus dynamic collapse analysis of RC buildings.Engineering Structures[J].2001(23):407-424.

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