Progressive Collapse Analysis and Design of Steel Structure

2016 ◽  
Vol V5 (11) ◽  
Author(s):  
Niranjan Muley ◽  
Pranesh Murnal ◽  
Keyword(s):  
Progressive Collapse ◽  
Steel Structure ◽  
Analysis And Design ◽  
Collapse Analysis ◽  
Progressive Collapse Analysis

scholarly journals Pogressive Collapse Analysis of Multi Storey (G+10) Building by Staad Pro. using Column Removal

2019 ◽  
Vol 9 (2S3) ◽  
pp. 554-565
Keyword(s):  
Progressive Collapse ◽  
Linear Method ◽  
Residential Building ◽  
Bending Moment ◽  
Software Application ◽  
Analysis And Design ◽  
Frame Building ◽  
Collapse Analysis ◽  
Column Removal ◽  
Progressive Collapse Analysis

This project presents an attempt to do progressive collapse analysis of multistory (G+10) residential building by STAAD Pro (Structural Analysis and Design Software Application). STAAD Pro is software that helps to analysis and design of low and high-rise buildings and portal frame structures. In this project G+10 RC frame building is analysis statically (linear method) along with Progressive Collapse analysis. In progressive collapse the weight of the building transfers to the neighbour columns in the structure causes to the failure of adjoining members and finally to the failure of partial or whole structure. All the members of the project are analyzed as per Indian codes IS 456:2000, IS 800:2007, and IS 1893:2002 (part1) code using this software. Here the result for is compared between the shear force, bending moment variations value of corner column, Zone1, Zone2, Zone 3 by STAAD Pro. With medium soil type and for Progressive Collapse analysis GSA guidelines are followed. As per GSA guidelines three column removal cases for each case1, case2, case3 one at a time has studied, namely Corner column removal, Exterior column removal and interior column removal all at ground floor.

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

Experimental Evaluation of the Ultimate Bending Moment of a Slender Thin-Walled Box Girder

2015 ◽  
Vol 137 (2) ◽  
Author(s):  
José Manuel Gordo ◽  
C. Guedes Soares
Keyword(s):  
Residual Stresses ◽  
Progressive Collapse ◽  
Bending Moment ◽  
Bending Test ◽  
Postbuckling Behavior ◽  
Box Girder ◽  
Collapse Mode ◽  
Collapse Analysis ◽  
The Moment ◽  
Progressive Collapse Analysis

The results of a four points bending test on a box girder are presented. The experiment is part of series of tests with similar configuration but with different thickness and span between frames. The present work refers to the slenderest plate box girder with a plate's thickness of 2 mm but with a short span between frames. The experiment includes initial loading cycles allowing for partial relief of residual stresses. The moment curvature relationship is established for a large range of curvature. The ultimate bending moment (UM) of the box is evaluated and compared with the first yield moment and the plastic moment allowing the evaluation of the efficiency of the structure. The postbuckling behavior and collapse mode are characterized. Comparison of the experiment with a progressive collapse analysis method is made taking into consideration the effect of residual stresses on envelop of the moment curvature curve of the structure.

scholarly journals Progressive collapse analysis of a typical RC high-rise tower

2017 ◽  
Vol 29 (4) ◽  
pp. 313-320 ◽  
Author(s):  
Y.A. Al-Salloum ◽  
H. Abbas ◽  
T.H. Almusallam ◽  
T. Ngo ◽  
P. Mendis
Keyword(s):  
Progressive Collapse ◽  
High Rise ◽  
Collapse Analysis ◽  
Progressive Collapse Analysis
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