Investigation of progressive collapse resistance and inelastic response for an earthquake-resistant RC building subjected to column failure

2008 ◽  
Vol 30 (12) ◽  
pp. 3619-3628 ◽  
Author(s):  
Meng-Hao Tsai ◽  
Bing-Hui Lin
Keyword(s):  
Progressive Collapse ◽  
Inelastic Response ◽  
Collapse Resistance ◽  
Earthquake Resistant ◽  
Rc Building

scholarly journals Investigation of Progressive Collapse Resistance for a Seismically Designed RC Building

2014 ◽  
Vol 7 (10) ◽  
pp. 2154-2161
Author(s):  
Azlan Bin Adnan ◽  
Mohd Hanim Osman ◽  
Iman Faridmehr ◽  
Reza Hodjati ◽  
Babak Faramanbordar ◽  
...  
Keyword(s):  
Progressive Collapse ◽  
Collapse Resistance ◽  
Rc Building

scholarly journals Study on progressive collapse resistance of single-layer reticulated shells

2021 ◽  
Vol 1777 (1) ◽  
pp. 012037
Author(s):  
R Han ◽  
T Y Yin ◽  
X D Yang ◽  
Y Zhang ◽  
Y S Zhang ◽  
...  
Keyword(s):  
Progressive Collapse ◽  
Single Layer ◽  
Collapse Resistance

Progressive collapse resistance of framed buildings with partially encased composite beams

2021 ◽  
Vol 38 ◽  
pp. 102228
Author(s):  
Gianrocco Mucedero ◽  
Emanuele Brunesi ◽  
Fulvio Parisi
Keyword(s):  
Progressive Collapse ◽  
Composite Beams ◽  
Collapse Resistance

scholarly journals Analysis of the robustness of a steel frame structure with composite floors subject to multiple fire scenarios

2021 ◽  
pp. 136943322199249
Author(s):  
Riza Suwondo ◽  
Lee Cunningham ◽  
Martin Gillie ◽  
Colin Bailey
Keyword(s):  
Progressive Collapse ◽  
Three Dimensional ◽  
Steel Structure ◽  
Frame Structure ◽  
Worst Case ◽  
Collapse Resistance ◽  
Fire Scenarios ◽  
Element Approach ◽  
The One ◽  
Steel Frame Structure

This study presents robustness analyses of a three-dimensional multi-storey composite steel structure under the action of multiple fire scenarios. The main objective of the work is to improve current understanding of the collapse resistance of this type of building under different fire situations. A finite element approach was adopted with the model being firstly validated against previous studies available in the literature. The modelling approach was then used to investigate the collapse resistance of the structure for the various fire scenarios examined. Different sizes of fire compartment are considered in this study, starting from one bay, three bays and lastly the whole ground floor as the fire compartment. The investigation allows a fundamental understanding of load redistribution paths and member interactions when local failure occurs. It is concluded that the robustness of the focussed building in a fire is considerably affected by the size of fire compartments as well as fire location. The subject building can resist progressive collapse when the fire occurs only in the one-bay compartment. On the other hand, total collapse occurs when fire is located in the edge three-bay case. This shows that more than one fire scenario needs to be taken into consideration to ensure that a structure of this type can survive from collapse in the worst-case situation.

Progressive collapse resistance of multistory RC frame strengthened with HPFL-BSP

2021 ◽  
pp. 103123
Author(s):  
Hua Huang ◽  
Min Huang ◽  
Wei Zhang ◽  
Mengxue Guo ◽  
Zhen Chen ◽  
...  
Keyword(s):  
Progressive Collapse ◽  
Rc Frame ◽  
Collapse Resistance
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