State-of-art on Its Application and Errors in Pushover Analysis of Building Structures

건축물의 내진설계에서 정적 비선형해석의 적용과 오차에 대한 고찰

  • 전대한 (동서대학교 건축공학) ;
  • 송호산 (동의대학교 건축공학.빌딩시스템공학부)
  • Published : 2005.03.15

Abstract

The pushover analysis is becoming a popular tool for seismic design of building structures. In this paper the state-of-art on static nonlinear analysis of building structures is presented with the emphasis on the effects of analysis parameters; i. e., lateral load patterns, modeling of members, and analysis computer programs. The analysed results may have variation even if a same structure is analysed. This paper is to investigate how large the variation is and what the main causes of the variation are. The difference of analysed results, the resultant variation of lateral story shear force and flexural strength of structural members are discussed. The pushover analysis procedure are routinely used in the seismic design of building structures, but some problems must yet be clarified, such as the effects to evaluate the parameters of analysis on the basis of a lateral load patterns and modeling of members.

Keywords