Study on Progressive Collapse Behavior of SRC Column-Steel Beam Hybrid Frame Based on Pushdown Analysis
Joint Authors
Zhao, Jun
Chu, Liusheng
Li, Gaoju
Li, Danda
Source
Issue
Vol. 2017, Issue 2017 (31 Dec. 2017), pp.1-12, 12 p.
Publisher
Hindawi Publishing Corporation
Publication Date
2017-11-13
Country of Publication
Egypt
No. of Pages
12
Main Subjects
Abstract EN
To investigate the progressive collapse behavior of Steel Reinforced Concrete (SRC) column-steel beam hybrid frame after the failure of key structural elements, a PQ-Fiber model for an 8-storey structure is established in ABAQUS program.
Nonlinear dynamic and static pushdown analysis are carried out after the failure and removal of the bottom-middle and bottom-corner columns.
Numerical results of both methods agree well with each other.
Results show that SRC column-steel frame has good resistance to progressive collapse under dynamic instantaneous load.
After sudden removal of a bottom middle column, the development of structural collapse exhibits two mechanisms, the beam mechanism and the catenary mechanism.
When the structure is within small deformation range, the collapse resistance of the residual frame is provided by the beam bending moment capacity, which is beam mechanism.
For large deformation situation, the collapse resistance is mainly provided by the beam tensile strength, which is catenary mechanism.
However, with the removal of a bottom corner column, the residual structure only undergoes the beam mechanism even for large deformations.
For future practical applications, the influence of the steel ratio, steel section size, and the vertical position of the removed key components are investigated through a detailed parametric study.
American Psychological Association (APA)
Chu, Liusheng& Li, Gaoju& Li, Danda& Zhao, Jun. 2017. Study on Progressive Collapse Behavior of SRC Column-Steel Beam Hybrid Frame Based on Pushdown Analysis. Shock and Vibration،Vol. 2017, no. 2017, pp.1-12.
https://search.emarefa.net/detail/BIM-1204232
Modern Language Association (MLA)
Chu, Liusheng…[et al.]. Study on Progressive Collapse Behavior of SRC Column-Steel Beam Hybrid Frame Based on Pushdown Analysis. Shock and Vibration No. 2017 (2017), pp.1-12.
https://search.emarefa.net/detail/BIM-1204232
American Medical Association (AMA)
Chu, Liusheng& Li, Gaoju& Li, Danda& Zhao, Jun. Study on Progressive Collapse Behavior of SRC Column-Steel Beam Hybrid Frame Based on Pushdown Analysis. Shock and Vibration. 2017. Vol. 2017, no. 2017, pp.1-12.
https://search.emarefa.net/detail/BIM-1204232
Data Type
Journal Articles
Language
English
Notes
Includes bibliographical references
Record ID
BIM-1204232