Analytical Modeling and Nonlinear Analysis of Beam-Column Connection in Steel Moment Resisting Frame(Building Structures and Materials)

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概要

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• Generally the analysis of steel moment resisting frames has been performed without considering the accurate connection behaviors. However, a number of beam-column connections of the steel moment resisting systems raised sudden fracture resulted in enormous economical loss in recent earthquakes. In this study, the analytical modeling of Korean beam-column connections in steel moment resisting frames was proposed based on the experimental studies of other researchers. The adopted computer program for inelastic analysis was DRAIN-2DX, and the standard element type was set to the Element Type 10 in DRAIN-2DX for panel zones and beam-connections. The inelastic analysis results of the example structure with connection modeling were compared to those of the structures without connection modeling.

• 社団法人日本建築学会の論文

著者

• Kim Myeong-Han

  Department of Architectural Engineering, Daejin University

• Kim Sang-Dae

  Department of Architectural Engineering, Korea University

• Kim Myeong-han

  Department Of Architectural Engineering Daejin University

• Oh Myoung-ho

  Hyundai Institute Of Construction Technology Hyundai E&c

• Kim Sang-dae

  Department Of Architectural Engineering Korea University

• Kim Sun-Min

  Hyunchong Architects & Engineers Associates

• Oh Myoung-Ho

  Department of Architectural Engineering, Mokpo National University

関連論文

• Structural Performance of Steel-Concrete Composite Column Subjected to Axial and Flexural Loading(Building Structures and Materials)
• Analytical Modeling and Nonlinear Analysis of Beam-Column Connection in Steel Moment Resisting Frame(Building Structures and Materials)

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