A new method for progressive collapse analysis of RC frames

2016 ◽  
Vol 60 (1) ◽  
pp. 31-50 ◽  
Author(s):  
Reza Abbasnia ◽  
Foad Mohajeri Nav ◽  
Nima Usefi ◽  
Omid Rashidian
Keyword(s):  
Progressive Collapse ◽  
New Method ◽  
Rc Frames ◽  
Collapse Analysis ◽  
Progressive Collapse Analysis

scholarly journals PROGRESSIVE COLLAPSE ANALYSIS OF 2-D RC FRAMES USING AEM

2017 ◽  
Vol 26 (4) ◽  
pp. 418-440
Author(s):  
Osama El-Mahdy ◽  
El-Sayed El-Kasaby ◽  
Hala Abusafa ◽  
Amr El-Gamal
Keyword(s):  
Progressive Collapse ◽  
Rc Frames ◽  
Collapse Analysis ◽  
Progressive Collapse Analysis

A new method for progressive collapse analysis of steel frames

2019 ◽  
Vol 153 ◽  
pp. 71-84 ◽  
Author(s):  
Shu-Chao Lin ◽  
Bo Yang ◽  
Shao-Bo Kang ◽  
Shao-Qian Xu
Keyword(s):  
Progressive Collapse ◽  
Steel Frames ◽  
New Method ◽  
Collapse Analysis ◽  
Progressive Collapse Analysis

Comparisons of design methods for beam string structure based on reliability and progressive collapse analysis

Structures ◽  
2021 ◽  
Vol 33 ◽  
pp. 2166-2176
Author(s):  
Hao Zhou ◽  
Youbao Jiang ◽  
Sondipon Adhikari ◽  
Qianqian Yin ◽  
Jianguo Cai
Keyword(s):  
Progressive Collapse ◽  
Design Methods ◽  
Collapse Analysis ◽  
String Structure ◽  
Progressive Collapse Analysis

Submarine Impact With the Oseberg Jacket

1992 ◽  
Vol 114 (1) ◽  
pp. 1-8
Author(s):  
T. C. Thuestad ◽  
F. G. Nielsen
Keyword(s):  
Time Series ◽  
Initial Level ◽  
Progressive Collapse ◽  
Structural Safety ◽  
Acceleration Time ◽  
The North ◽  
Structural Capacity ◽  
Collapse Analysis ◽  
The North Sea ◽  
Progressive Collapse Analysis

The Oseberg jacket was installed at the Oseberg field in the North Sea during the summer of 1987 and the production started on December 1, 1988. On March 6, 1988, a submarine accidentally impacted with the Oseberg jacket. This paper presents results from the evaluation of the importance of the damage to the overall structural safety. A nonlinear progressive collapse analysis is applied for the safety check. The theoretical computations are verified through evaluation of strain and acceleration time series recorded during the submarine impact. The reduction in the overall structural capacity of the jacket was in the order of 10 percent. However, the local member capacity was significantly reduced and it was necessary to remove the damaged member in order to obtain the initial level of safety.

Progressive collapse analysis of power transmission towers

2016 ◽  
Vol 123 ◽  
pp. 31-40 ◽  
Author(s):  
Behrouz Asgarian ◽  
Soheil Dadras Eslamlou ◽  
Arash E. Zaghi ◽  
Masoud Mehr
Keyword(s):  
Power Transmission ◽  
Progressive Collapse ◽  
Transmission Towers ◽  
Collapse Analysis ◽  
Progressive Collapse Analysis
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