scholarly journals Disproportionate collapse analysis of cable-stayed steel roofs for cable loss

2011 ◽  
Vol 11 (1) ◽  
pp. 91-98 ◽  
Author(s):  
S. Gerasimidis ◽  
C. C. Baniotopoulos
Keyword(s):  
Disproportionate Collapse ◽  
Collapse Analysis

scholarly journals Disproportionate collapse analysis of mid-rise cross-laminated timber buildings

2018 ◽  
Vol 14 (11) ◽  
pp. 1547-1560 ◽  
Author(s):  
Hercend Mpidi Bita ◽  
Neil Currie ◽  
Thomas Tannert
Keyword(s):  
Cross Laminated Timber ◽  
Disproportionate Collapse ◽  
Collapse Analysis

Design of a High-Rise Steel Building to Resist Disproportionate Collapse

2014 ◽  
Vol 102 (20) ◽  
pp. 1722-1725
Author(s):  
Karl Rubenacker ◽  
Ramon Gilsanz ◽  
Philip Murray ◽  
Eugene Kim
Keyword(s):  
High Rise ◽  
Disproportionate Collapse ◽  
Steel Building

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

The Analysis and Design of a Fire Engine Safety Cab Using Finite Element Methods

1977 ◽  
Vol 191 (1) ◽  
pp. 187-193 ◽  
Author(s):  
J. C. Miles ◽  
G. A. Wardill
Keyword(s):  
Finite Element ◽  
Computer Program ◽  
Three Dimensional ◽  
Analysis And Design ◽  
Vehicle Structure ◽  
Collapse Analysis ◽  
Incremental Formulation ◽  
Analysis Computer ◽  
Fire Engine ◽  
Analysis Computer Program

A three dimensional structural collapse analysis computer program is described, and illustrated by reference to a safety vehicle structure analysed and designed using the program. The particular problems of large displacements and material non-linearity are accounted for, and a method of estimating the permanent set which results after impact is described. Based on an incremental formulation of the conventional finite-element method, the computer program is capable of tracing the complete load deflection characteristics of a structure up to and beyond the point of collapse.

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