Seismic Performance Evaluation of G+15 RCC Building for Different Seismic Zones and Soil Types

Please use this identifier to cite or link to this item: http://172.22.28.37:8080/xmlui/handle/123456789/1490

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DC Field	Value	Language
dc.contributor.author	Chetana Nagesh Patil	-
dc.date.accessioned	2024-09-25T11:24:18Z	-
dc.date.available	2024-09-25T11:24:18Z	-
dc.date.issued	2024	-
dc.identifier.uri	http://172.22.28.37:8080/xmlui/handle/123456789/1490	-
dc.description	Under the Supervision of Dr. H. S. Jadhav	en_US
dc.description.abstract	Self-compacting concrete (SCC), an innovative development in the construction sector, is renowned for its self-filling and self-flowing properties, eliminating the need for external vibration. This research delves into the effects of incorporating crimped steel fibers into SCC, focusing on the M40 grade. The objective is to examine the residual compressive and flexural strength of SCC under varying temperatures and exposure times.	en_US
dc.language.iso	en	en_US
dc.publisher	RIT Autonomous	en_US
dc.subject	Self-compacting concrete	en_US
dc.subject	compressive strength	en_US
dc.subject	crimped steel fibres	en_US
dc.subject	flexural strength,	en_US
dc.title	Seismic Performance Evaluation of G+15 RCC Building for Different Seismic Zones and Soil Types	en_US
dc.type	Thesis	en_US
Appears in Collections:	M.Tech Structural Engineering

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