Evaluation of Progressive Collapse Resisting Capacity of RC Frame Structures Using Nonlinear Dynamic Analysis
Progressive collapse indicates the partial or total collapse of structures caused by the local damage of structural members arising from an abnormal load, To induce ideal collapse behavior, the progressive collapse is applied to most explosive demolition design for structures.To apply this progressive collapse phenomenon to the explosive demolition of structures, studies on progressive collapse resisting capacity depending on load redistribution are required.In this stud y, the progressive collapse analysis of a 10-story RC frame structure was performed using the ap plied element method.By varying the number and position of the removed column elements (i.e., structural member) ,the progressive collapse resisting capacity of columns, girder, and slabs,depending on load redistribution was evaluated.
progressive collapse resisting capacity applied element method explosive demolition
H.Park C.G.Suk
Korea Kacoh Co.,Ltd.,Seoul,South Korea
国际会议
珠海
英文
38-52
2013-11-22（万方平台首次上网日期，不代表论文的发表时间）