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Volumn 31, Issue 12, 2009, Pages 3059-3064

Retrofitting of R/C shear walls by means of high performance jackets

Author keywords

High strength materials; R C jacket; Seismic retrofit; Shear wall

Indexed keywords

COMPRESSION RESISTANCE; DEFORMATION CAPACITY; EXPERIMENTAL STUDIES; HIGH STRENGTH MATERIALS; HIGH STRENGTH STEEL; HIGH-PERFORMANCE CONCRETE; R/C JACKET; SEISMIC RETROFIT; STRUCTURE RESISTANCE; VERTICAL LOAD;

EID: 70449521086     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.08.005     Document Type: Article
Times cited : (43)

References (10)
  • 1
    • 61849137226 scopus 로고    scopus 로고
    • Fib Bulletin n. 24, Seismic assessment of reinforced concrete buildings. 2003
    • Fib Bulletin n. 24, Seismic assessment of reinforced concrete buildings. 2003
  • 2
    • 70449534256 scopus 로고
    • Repair and strengthening of concrete strengthening of concrete structures. Guide to good practise
    • Fib Report 1991. Repair and strengthening of concrete strengthening of concrete structures. Guide to good practise. 1991
    • (1991) Fib Report 1991
  • 3
    • 70449532636 scopus 로고    scopus 로고
    • Fib Bulletin n. 32. Retrofitting of concrete structures by externally bonded FRPs. 2006
    • Fib Bulletin n. 32. Retrofitting of concrete structures by externally bonded FRPs. 2006
  • 4
    • 70449517681 scopus 로고    scopus 로고
    • Fib Bulletin n. 35. Retrofitting of concrete structures by externally bonded FRPs, with emphasis on seismic applications. 2006
    • Fib Bulletin n. 35. Retrofitting of concrete structures by externally bonded FRPs, with emphasis on seismic applications. 2006
  • 5
    • 70449535088 scopus 로고    scopus 로고
    • Martinola G, Meda A, Plizzari GA, Rinaldi Z. An application of high performance fiber reinforced cementitious composites for R/C beams strengthening. FRAMCOS 6. Catania (Italy). 18-21 June 2007
    • Martinola G, Meda A, Plizzari GA, Rinaldi Z. An application of high performance fiber reinforced cementitious composites for R/C beams strengthening. FRAMCOS 6. Catania (Italy). 18-21 June 2007
  • 7
    • 33748590533 scopus 로고    scopus 로고
    • Analysis of R/C elements including shear effects
    • Marini A., and Spacone E. Analysis of R/C elements including shear effects. ACI J Struct Eng 103 5 (2006) 645-655
    • (2006) ACI J Struct Eng , vol.103 , Issue.5 , pp. 645-655
    • Marini, A.1    Spacone, E.2
  • 8
    • 70449533296 scopus 로고    scopus 로고
    • Taylor RL. FEAP: A Finite element analysis program. user manual, version 7.3., Department of Civil and Environmental Engineering, University of California at Berkeley, Berkeley, California; 2000
    • Taylor RL. FEAP: A Finite element analysis program. user manual, version 7.3., Department of Civil and Environmental Engineering, University of California at Berkeley, Berkeley, California; 2000
  • 9
    • 0030186081 scopus 로고    scopus 로고
    • Fibre beam-column model for nonlinear analysis of R/C frames. Part I: Formulation
    • Spacone E., Filippou F.C., and Taucer F.F. Fibre beam-column model for nonlinear analysis of R/C frames. Part I: Formulation. Earthq Eng Struct Dyna 25 (1996) 711-725
    • (1996) Earthq Eng Struct Dyna , vol.25 , pp. 711-725
    • Spacone, E.1    Filippou, F.C.2    Taucer, F.F.3
  • 10
    • 0037402805 scopus 로고    scopus 로고
    • Cyclic behavior of a full scale RC structural wall
    • Riva P., Meda A., and Giuriani E. Cyclic behavior of a full scale RC structural wall. Eng Struct 25 (2003) 835-845
    • (2003) Eng Struct , vol.25 , pp. 835-845
    • Riva, P.1    Meda, A.2    Giuriani, E.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.