New Building Scheme to Resist Progressive Collapse
نویسندگان
چکیده
منابع مشابه
A Review on Progressive Collapse of Building Structures
Progressive collapse of building structures is generally triggered by a local failure due to accidental actions, followed by subsequent chain effect of the structures which may result in wide range failure or even collapse of the entire buildings. Since the “911” event, progressive collapse of building structures has been widely concerned by engineers and researchers. This paper assesses the cu...
متن کاملBest Practices Guidelines For Mitigation of Building Progressive Collapse
This paper presents current design approaches found in the U.S. and European building codes and standards for the prevention of progressive collapse due to abnormal loading. Because the definition of abnormal loading is not well established, design provisions are based on an approach that protects buildings by means of strength, ductility and redundancy. The effectiveness of seismic detailing o...
متن کاملPROGRESSIVE COLLAPSE ANALYSIS OF RCC STRUCTURES
The study aims to investigate the progressive collapse behaviour of RCC building under extreme loading events such as gas explosion in kitchen, terroristic attack, vehicular collisions and accidental overloads. The behavioural changes have been investigated and node displacements are computed when the building is subjected to sudden collapse of the load beari...
متن کاملInvestigation of Double-layer Grid Space Structurer Resistance to Progressive Collapse
Considering the vulnerability of double-layer grid space structures to progressive collapse phenomenon, it is necessary to pay special attention to this phenomenon in the design process. Alternate path method is one of the most appropriate and accepted methods for progressive collapse resistant design of structures. Alternate Path Method permits local failure to occur but provides alternate pat...
متن کاملProgressive Collapse of Structures
Local failure of one structural element may result in the failure of another structural element. Failure might thus progress throughout a major part or even all of the structure. After reviewing a couple of failure events, it is outlined why current probabilitybased design codes are inadequate to prevent progressive collapse. It is discussed how these shortcomings might be overcome both within ...
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ژورنال
عنوان ژورنال: Journal of Architectural Engineering
سال: 2012
ISSN: 1076-0431,1943-5568
DOI: 10.1061/(asce)ae.1943-5568.0000088