Nonlinear Analysis of Precast Large Panel Structures Considering the Inelastic Properties of Horizontal Joints

수평접합부의 비탄성 특성을 고려한 프리캐스트 대형판넬 구조물의 비선형 해석에 관한 연구

The stability and integrity of precast large panel structures are analyzed with nonlinear mathematical model considering the inelastic properties of horizontal joints. In this research, an analysis for cyclic loading test was carried out by the macro model that idealized the horizontal joints as inelastic-nonlinear spring systems. As a results, the strain hardening ratio of shear slip element was estimated as about 0.05%- 0.2% of initial shear stiffness. And under lateral load, the rocking motion due ti overturning moment was dominant rather than shear slip motion in the behavior of precast structures.