EFFECT OF LATERAL QUASI-STATIC LOAD ON NONLINEAR BEHAVIOUR AND DAMAGE INDEXES OF RETROFITTED RC FRAME MODEL

ผศ.ดร.จิรวัฒน์, วิมุตติสุขวิริยา

dc.contributor.author	ผศ.ดร.จิรวัฒน์, วิมุตติสุขวิริยา
dc.date.accessioned	2019-09-06T10:03:50Z
dc.date.available	2019-09-06T10:03:50Z
dc.date.issued	2009
dc.identifier.citation	ASIAN JOURNAL OF CIVIL ENGINEERING (BUILDING AND HOUSING)	en_US
dc.identifier.uri	http://dspace.bru.ac.th/xmlui/handle/123456789/5448
dc.description.abstract	Existing reinforced concrete buildings in north India were built at times when seismic zones were not recognized. These buildings need to monitor the damage and improve their load carrying capacities for the purpose of seismic safety. This paper investigates the effect of lateral load on the damage index of reinforced concrete frame model strengthened using FRP sheets. Stiffness damage index and combined damage parameters approach were used. Change in modal parameters methods were investigated with the help of impact hammer excitation test. Finally, finite element method was used for modelling, nonlinear analysis and results processing of the specimen	en_US
dc.language.iso	en	en_US
dc.publisher	มหาวิทยาลัยราชภัฏบุรีรัมย์	en_US
dc.subject	Damage index, retrofitted RC frame model, FRP sheet, nonlinear FE method	en_US
dc.title	EFFECT OF LATERAL QUASI-STATIC LOAD ON NONLINEAR BEHAVIOUR AND DAMAGE INDEXES OF RETROFITTED RC FRAME MODEL	en_US
dc.title.alternative	EFFECT OF LATERAL QUASI-STATIC LOAD ON NONLINEAR BEHAVIOUR AND DAMAGE INDEXES OF RETROFITTED RC FRAME MODEL	en_US
dc.type	Article	en_US
dc.contributor.emailauthor	jirawat.wm@bru.ac.th	en_US