Abstract
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.
| Original language | English |
|---|---|
| Pages (from-to) | 309-316 |
| Number of pages | 8 |
| Journal | Journal of Asian Architecture and Building Engineering |
| Volume | 5 |
| Issue number | 2 |
| DOIs | |
| Publication status | Published - 2006 |
Keywords
- Analytical modeling
- Beam-column connection
- Nonlinear analysis
- Steel moment resisting frames
ASJC Scopus subject areas
- Civil and Structural Engineering
- Architecture
- Cultural Studies
- Building and Construction
- Arts and Humanities (miscellaneous)