EARTHQUAKE RESPONSE OF CONCRETE GRAVITY DAMS WITH LIGHT STRUCTURAL SYSTEM AT THE TOP

Prajapati, G. I.

dc.contributor.author	Prajapati, G. I.
dc.date.accessioned	2014-11-25T08:56:21Z
dc.date.available	2014-11-25T08:56:21Z
dc.date.issued	1972
dc.identifier	M.Tech	en_US
dc.identifier.uri	http://hdl.handle.net/123456789/10966
dc.guide	Thakkar, S. K.
dc.guide	Arya, A. S.
dc.description.abstract	The more critical tensile stresses occur in the upper parts of the dams due to earthquakes. The extra concrete near the crest of the dam to support roadway etc., is found to be responsible for this. An attempt has been made to reduce crest mass by developing several light structural systems to support the roadway and perform other necessary functions. The dynamic response of the dam is calculated for different earthquakes by shear bending beam approach using Holzor',	en_US
dc.language.iso	en	en_US
dc.subject	EARTHQUAKE ENGINEERING	en_US
dc.subject	EARTHQUAKE RESPONSE	en_US
dc.subject	CONCRETE GRAVITY DAMS	en_US
dc.subject	LIGHT STRUCTURAL SYSTEM	en_US
dc.title	EARTHQUAKE RESPONSE OF CONCRETE GRAVITY DAMS WITH LIGHT STRUCTURAL SYSTEM AT THE TOP	en_US
dc.type	M.Tech Dessertation	en_US
dc.accession.number	107279	en_US