서브스페이스 반복계산법을 이용한 선형좌굴해석용 컴퓨터프로그램의 개발
Development of Linearized Buckling Analysis Computer Program Considering Subspace Iteration Method
정성진(한남대학교); 이민섭(한남대학교); 박세희(한남대학교)
30권 12호, 37~44쪽
초록
There are many accidents in the construction of a structure owing to the collapse of concrete formwork. It is usually occurred in many cases because of the buckling of slender column members in system support. So, recently, it is considered more important that the buckling analysis results must be checked in the design of system support. Therefore, in this study, methods for the computer program development based on linearized buckling analysis algorithm using subspace iteration method are investigated first, then some algorithms available in case of a computer program development are studied on the basis of investigated methods. On the basis of studied algorithms, a computer program sNs is developed and the results by this program is compared with the results by theory and structural analysis programs - SAP2000, MIDAS - for the verification of their accuracy.
Abstract
There are many accidents in the construction of a structure owing to the collapse of concrete formwork. It is usually occurred in many cases because of the buckling of slender column members in system support. So, recently, it is considered more important that the buckling analysis results must be checked in the design of system support. Therefore, in this study, methods for the computer program development based on linearized buckling analysis algorithm using subspace iteration method are investigated first, then some algorithms available in case of a computer program development are studied on the basis of investigated methods. On the basis of studied algorithms, a computer program sNs is developed and the results by this program is compared with the results by theory and structural analysis programs - SAP2000, MIDAS - for the verification of their accuracy.
- 발행기관:
- 대한건축학회
- 분류:
- 공학