Progressive Collapse Analysis of Asymmetrical R. C. Building Using Linear Static and Dynamic Analysis

Please use this identifier to cite or link to this item: http://10.1.7.192:80/jspui/handle/123456789/4450

Full metadata record

DC Field	Value	Language
dc.contributor.author	Joshi, Digesh D.	-
dc.contributor.author	Patel, Paresh V.	-
dc.date.accessioned	2014-02-04T09:18:53Z	-
dc.date.available	2014-02-04T09:18:53Z	-
dc.date.issued	2012	-
dc.identifier.citation	8th Biennial Conference on Structural Engineering Convention (SEC – 2012) Applied Mechanics Department, S. V. National Institute of Technology, Surat – 395007, Gujarat, India, Page No. 790 - 796	en_US
dc.identifier.uri	http://10.1.7.181:1900/jspui/123456789/4450	-
dc.description.abstract	Generally buildings are not designed for abnormal loading except when specified for public buildings. Sometimes these accidental effects cause severe damage to vertical load carrying elements like column. The Sudden failure of structural members under extreme loading is highly a dynamic phenomenon. Once of the mechanisms of failure during such event is referred to as Progressive Collapse.	en_US
dc.relation.ispartofseries	ITFCL002-32	en_US
dc.subject	Civil Faculty Paper	en_US
dc.subject	Faculty Paper	en_US
dc.subject	ITFCL002	en_US
dc.subject	ITFCL035	en_US
dc.title	Progressive Collapse Analysis of Asymmetrical R. C. Building Using Linear Static and Dynamic Analysis	en_US
dc.type	Faculty Papers	en_US
Appears in Collections:	Faculty Papers, Civil

Files in This Item:

File	Description	Size	Format
ITFCL002-32.pdf	ITFCL002-32	3.64 MB	Adobe PDF	View/Open

IR @ Nirma University