原文传递
New Euler-Type Progressive Collapse Curves for Steel Moment-Resisting Frames: Analytical Method
| 题名： | New Euler-Type Progressive Collapse Curves for Steel Moment-Resisting Frames: Analytical Method |
| 其他题名： | ABAQUS[Computer software].Dassault Systèmes,Waltham,MA.Agarwal,A.,and Varma,A.(2014)."Fire induced progressive collapse of steel building structures:The role of interior gravity columns."Eng.Struct.,58,129–140. |
| 正文语种： | 英文 |
| 作者： | Panos Pantidis |
| 关键词： | Progressive collapse;Stability;Euler-type curve;Structural failure;Buckling;Yielding;Column removal;Robustness;Structural safety and reliability |
| 摘要： | In order to assess the robustness of a building structure to progressive collapse, the removal of a structural key component is utilized. For a steel moment-resisting frame under a column-removal scenario, the two most prominent collapse mechanisms are the yielding type (beam plastification) and the stability (column buckling) collapse mode. This paper presents an analytical method that can predict the progressive collapse mechanism of a 2D steel moment-resisting frame under any column-removal scenario and estimate the collapse load and location of the buckled column in case of loss of stability. The method uses only two linear elastic analyses and therefore avoids the computational cost that a complete progressive collapse analysis would require. The presented solution leads to the development of new Euler-type progressive collapse curves, which, similarly to the Euler curve for a single member under compression, refer to a steel frame and describe its response under any column removal. The new analytical method is applied through an extensive parametric study and the results are validated using advanced finite element simulation techniques, showing almost absolute consistency between the analytical method and the FEM results. |
| 出版年： | 2017 |
| 论文唯一标识： | P-26Y2017V143N09037 |
| 英文栏目名称： | TECHNICAL PAPERS |
| doi： | 10.1061/(ASCE)ST.1943-541X.0001834 |
| 期刊名称： | Journal of Structural Engineering |
| 拼音刊名(出版物代码)： | P-26 |
| 卷： | 143 |
| 期： | 09 |
| 页码： | 442-457 |
相关文献
- Mechanical Behavior of Glued Laminated Bamboo Moment-Resisting Connections
- Simplified Derivation of a Damage Curve for Seismically Induced Beam Fractures in Steel Moment-Resisting Frames
- Effects of Steel Braces on Robustness of Steel Frames against Progressive Collapse
- Macromodeling Approach and Robustness Enhancement Strategies for Steel Frame Buildings with Composite Slabs against Column Loss
- Erratum for “Numerical Assessment of the Fire Behavior of Steel Posttensioned Moment-Resisting Frames”by Dafni Pantousa and Theodore L. Karavasilis
- Seismic Performance of Timber–Steel Hybrid Structures. II: Calibration of Performance Objectives and Design Method
检索历史
应用推荐
