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THE INFLUENCE OF DAMPING ON PROGRESSIVE COLLAPSE ANALYSIS
Proceedings of the 8th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015), 2023ISSN:2623 ...
Cao, Alex Sixie, Frangi, Andrea
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Asian Journal of Civil Engineering, 2021
This study examines the progressive collapse in an eccentric braced frame (EBF) with shear link designed through extended progressive collapse analysis algorithm (EPCA) using Iranian codes of practice for seismic resistance. The algorithm can determine the prominent parameters in progressive collapse analysis such as failure modes, failure loads ...
Pariya Salimi +1 more
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This study examines the progressive collapse in an eccentric braced frame (EBF) with shear link designed through extended progressive collapse analysis algorithm (EPCA) using Iranian codes of practice for seismic resistance. The algorithm can determine the prominent parameters in progressive collapse analysis such as failure modes, failure loads ...
Pariya Salimi +1 more
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Human Progress — And Collapse?
Energy & Environment, 2005Against the human experience of long-term stagnation and misery, the record of growing prosperity over the past two centuries, and in particular the last fifty years, is astounding. Economic growth owes much to the mobilisation of resources and structural flexibility, but this depends on the ‘software of economic development’ – institutions, which ...
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Progressive collapse of structures
Structure and Infrastructure Engineering, 2011Progressive collapse of structures, by Uwe Starossek, Thomas Telford Publishing, 2009, 168 pp., $98.00 (hardback), ISBN 978-0-7277-3610-9 The progressive collapse of structures is characterised by ...
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Approximations in Progressive Collapse Modeling
Journal of Structural Engineering, 2011Assumptions must necessarily be made when the collapse response of structures is investigated using simulation models. The type and extent of modeling assumptions depend on the computational resources available, modeling expertise, and results sought.
Yasser Alashker +2 more
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Progressive collapse resistant design
Computer-Aided Design, 1983Progressive collapse is a situation in which a localized failure in a structure, caused by an abnormal load, triggers a cascade of failure affecting a major portion of the structure. Several buildings have collapsed in this fashion in recent years, and the possibility of progressive collapse is a source of continuing concern.
John L. Gross, William McGuire
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Journal of Pressure Vessel Technology, 1987
In the field of finite element structural analysis, the computation of collapse states of structures prone to unstable behavior has long been considered a difficult if not intractable problem. Only recently have procedures that deal effectively with this difficulty found their way in general-purpose finite element codes.
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In the field of finite element structural analysis, the computation of collapse states of structures prone to unstable behavior has long been considered a difficult if not intractable problem. Only recently have procedures that deal effectively with this difficulty found their way in general-purpose finite element codes.
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Progressive Collapse simulation in RC Structures
2008Throughout recent history, famous records of building failures may be found, unfortunately accompanied by great human loss and major economic consequences. One of the mechanisms of failure is referred to as ‘progressive collapse’: one or several structural members suddenly fail, whatever the cause (accident or attack).
Menchel, Kfir +2 more
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Bridge Progressive Collapse Vulnerability
Journal of Structural Engineering, 1997For important structures, it is increasingly required that catastrophic failure of the entire structure be prevented. Failure of an element due to an accidental event must not result in progressive collapse of other elements or of the whole structure. Studies to comply with this requirement for a bridge of numerous spans are presented. Dynamic analyses
Amin Ghali, Gamil Tadros
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Limiting the possibility of progressive collapse
Building Research and Practice, 1974The chance of progressive collapse is not confined to panel-frame buildings, though the latter may be more exposed to the danger. The following statement is issued by CIB Working Commission W23A on loadbearing walls and accordingly deals with the subject in the context of loadbearing walls.
B. Lewicki, S. O. Olesen
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