Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2001.05a
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- Pages.201-206
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- 2001
Truss Models for Deformation Analyses of RC Members
트러스 모델을 이용한 RC 부재의 변형 해석
Abstract
This paper presents truss model that can be used to determine the deformation as well as strength of RC members. This model is constituted to address plastic hinge rotation at tile deformation concentrated regions under severe lateral load. The behavior of each element of truss model is evaluated on the basis of stress field analysis. The deformation is obtained by combining element deformations with joint rotation. Initial strength is calculated at the first failure of any element, and strength deterioration after failure depends on the strength reduction of this element. The proposed model will provide useful tools in seismic design of ductility-required members.
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