Assessment of Progressive Collapse Potential of Regular and Irregular RC Framed Structure

Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/2823

Title:	Assessment of Progressive Collapse Potential of Regular and Irregular RC Framed Structure
Authors:	Ruparelia, Ketul J. Patel, Paresh V. Patel, Bhairav
Keywords:	Linear Static Multi Storey Progressive Collapse Regular and Irregular Reentrant Corner Civil Faculty Paper Faculty Paper ITFCL002 NUiCONE
Issue Date:	8-Dec-2011
Publisher:	Institute of Technology, Nirma University, Ahmedabad
Citation:	2nd International Conference on Current Trends in Technology, NUiCONE-2011, Institute of Technology, Nirma University, December 8-10, 2011
Series/Report no.:	ITFCL002-8
Abstract:	Progressive collapse is spread of an initial local structural damage causing partial or total collapse of structure. Initial local damage is caused by accidental loading due to gas explosion, blast, vehicle collision and faulty construction practices for which buildings are not designed. The U.S. General Service Administration document provides the general guidelines to assess the potential for progressive collapse in RCC and Steel buildings. In this study multi storey RC framed structure is considered and analyzed as per the GSA guideUnes. Effect of plan geometry on progressive collapse potential is studied in detail with regular and L shape building. Linear static method is used for progressive collapse analysis.
URI:	http://10.1.7.181:1900/jspui/123456789/2823
ISSN:	9788192304908
Appears in Collections:	Faculty Papers, Civil

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