Experimental Study on Progressive Collapse Performance of Frame with Specially Shaped Columns Subjected to Middle Column Removal
A static collapse experiment was carried out to study the progressive collapse resistance and failure mechanisms and modes of a 1/3-scale, 2×3-bay, and 2-story reinforced concrete frame with specially shaped columns subjected to middle column removal. A vertical concentrated load was applied to the...
Saved in:
Main Authors: | Tiecheng Wang, Qingwei Chen, Hailong Zhao, Lei Zhang |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2016-01-01
|
Series: | Shock and Vibration |
Online Access: | http://dx.doi.org/10.1155/2016/7956189 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental and Theoretical Investigations on Progressive Collapse Resistance of the Concrete-Filled Square Steel Tubular Column and Steel Beam Frame under the Middle Column Failure Scenario
by: Wei Xuan, et al.
Published: (2019-01-01) -
Analysis of the Seismic Performance of a Two-Span Specially Shaped Column Frame
by: Zhen-chao Teng, et al.
Published: (2019-01-01) -
Seismic Performance Evaluation of Special RC Frames with Gravity Steel Columns under the Base Level
by: Amin Zaherdannak, et al.
Published: (2020-01-01) -
Seepage Property of Crushed Mudstone Rock in Collapse Column
by: Bo-Yang Zhang, et al.
Published: (2020-01-01) -
Macro Modeling of Column Removal in RC Frames with Consideration of Importance Factor and Infill Walls
by: Seyed Ali Hassanzadeh, et al.
Published: (2023-05-01)