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Volumn 30, Issue 7, 2008, Pages 1842-1860

Modelling and analysis of FRP-strengthened masonry panels

Author keywords

Constitutive modelling; FRP reinforcement; Masonry; Structural analysis; Validation

Indexed keywords

CONSTITUTIVE EQUATIONS; CRACK INITIATION; DYNAMIC RESPONSE; FIBER REINFORCED PLASTICS; KINEMATICS; MASONRY MATERIALS; MICROMECHANICS;

EID: 43949141211     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2007.12.007     Document Type: Article
Times cited : (136)

References (29)
  • 1
    • 43949090026 scopus 로고    scopus 로고
    • van Zijl G. Computational modelling of masonry creep and shrinkage. Ph.D. thesis. Delft (The Netherlands): Delft University of Technology; 2000
    • van Zijl G. Computational modelling of masonry creep and shrinkage. Ph.D. thesis. Delft (The Netherlands): Delft University of Technology; 2000
  • 5
    • 0031237672 scopus 로고    scopus 로고
    • A cohesive interface model for the structural mechanics of block masonry
    • Giambanco G., and Di Gati L. A cohesive interface model for the structural mechanics of block masonry. Mechanics Research Communications 24 5 (1997) 503-512
    • (1997) Mechanics Research Communications , vol.24 , Issue.5 , pp. 503-512
    • Giambanco, G.1    Di Gati, L.2
  • 7
    • 0031212561 scopus 로고    scopus 로고
    • Homogenization technique and damage model for old masonry material
    • Luciano R., and Sacco E. Homogenization technique and damage model for old masonry material. Int J Solids and Structures 34 4 (1997) 3191-3208
    • (1997) Int J Solids and Structures , vol.34 , Issue.4 , pp. 3191-3208
    • Luciano, R.1    Sacco, E.2
  • 8
    • 28544433265 scopus 로고    scopus 로고
    • Homogenised limit analysis of masonry walls. Part I: failure surfaces
    • Milani G., Lourenço P.B., and Tralli A. Homogenised limit analysis of masonry walls. Part I: failure surfaces. Computer Structures 84 (2006) 166-180
    • (2006) Computer Structures , vol.84 , pp. 166-180
    • Milani, G.1    Lourenço, P.B.2    Tralli, A.3
  • 9
    • 28544449220 scopus 로고    scopus 로고
    • Homogenised limit analysis of masonry walls. Part II: structural examples
    • Milani G., Lourenço P.B., and Tralli A. Homogenised limit analysis of masonry walls. Part II: structural examples. Computer Structures 84 (2006) 181-195
    • (2006) Computer Structures , vol.84 , pp. 181-195
    • Milani, G.1    Lourenço, P.B.2    Tralli, A.3
  • 10
    • 0032095835 scopus 로고    scopus 로고
    • Continuum model for masonry: parameter estimation and validation
    • Lourenço P.B. Continuum model for masonry: parameter estimation and validation. ASCE Journal of Structural Engineering 124 6 (1998) 642-652
    • (1998) ASCE Journal of Structural Engineering , vol.124 , Issue.6 , pp. 642-652
    • Lourenço, P.B.1
  • 13
    • 43949098122 scopus 로고    scopus 로고
    • DIANA 9.1. Displacement analysis finite element software. Version 9.1. Delf (The Netherlands): TNO-Building Division; 2000
    • DIANA 9.1. Displacement analysis finite element software. Version 9.1. Delf (The Netherlands): TNO-Building Division; 2000
  • 16
    • 0001546191 scopus 로고
    • The brittle strength of orthotropic materials
    • Hoffmann O. The brittle strength of orthotropic materials. Journal on Computational Mathematics 1 (1967) 200-206
    • (1967) Journal on Computational Mathematics , vol.1 , pp. 200-206
    • Hoffmann, O.1
  • 18
    • 43949131642 scopus 로고    scopus 로고
    • Roko K, Boothby TE, Bakis CF. Failure modes of sheet bonded fiber reinforced to brick masonry. In: Proceedings of the fourth international symposium on fiber reinforced polymer for RC structures. ACI, SP-188. 1999
    • Roko K, Boothby TE, Bakis CF. Failure modes of sheet bonded fiber reinforced to brick masonry. In: Proceedings of the fourth international symposium on fiber reinforced polymer for RC structures. ACI, SP-188. 1999
  • 19
    • 43949147452 scopus 로고    scopus 로고
    • Casareto M, Olivieri A, Romelli A, Lagomarsino S. Bond behaviour of FRP laminates adherent to masonry. In: Proceedings of the international conference advancing with composites. 2003
    • Casareto M, Olivieri A, Romelli A, Lagomarsino S. Bond behaviour of FRP laminates adherent to masonry. In: Proceedings of the international conference advancing with composites. 2003
  • 20
    • 43949112908 scopus 로고    scopus 로고
    • Ceroni F, Pecce MR, Manfredi G, Marcari G. Experimental bond behaviour in masonry elements externally reinforced with FRP laminates. In: Proceedings of the international conference composites in constructions. 2003
    • Ceroni F, Pecce MR, Manfredi G, Marcari G. Experimental bond behaviour in masonry elements externally reinforced with FRP laminates. In: Proceedings of the international conference composites in constructions. 2003
  • 22
    • 43949123530 scopus 로고    scopus 로고
    • CNR-DT200. Guide for the design and construction of externally bonded FRP systems for strengthening existing structures. Italy: C N R, National Research Council; 2006
    • CNR-DT200. Guide for the design and construction of externally bonded FRP systems for strengthening existing structures. Italy: C N R, National Research Council; 2006
  • 23
    • 43949146223 scopus 로고    scopus 로고
    • D.M.LL.PP. (1987) Norme tecniche per la progettazione, esecuzione e collaudo degli edifici in muratura e per il loro consolidamento. Italy. 1987
    • D.M.LL.PP. (1987) Norme tecniche per la progettazione, esecuzione e collaudo degli edifici in muratura e per il loro consolidamento. Italy. 1987
  • 24
    • 49949129710 scopus 로고
    • Analysis of prestressed concrete pressure vessels
    • Rashid Y.R. Analysis of prestressed concrete pressure vessels. Nuclear Engineering Design 7 4 (1968) 334-335
    • (1968) Nuclear Engineering Design , vol.7 , Issue.4 , pp. 334-335
    • Rashid, Y.R.1
  • 25
    • 33745895590 scopus 로고    scopus 로고
    • Failure load of FRP strengthened masonry walls: Experimental results and numerical models
    • Milani G., Rotunno T., Sacco E., and Tralli A. Failure load of FRP strengthened masonry walls: Experimental results and numerical models. Structural Durability and Health Monitoring 2 1 (2006) 29-50
    • (2006) Structural Durability and Health Monitoring , vol.2 , Issue.1 , pp. 29-50
    • Milani, G.1    Rotunno, T.2    Sacco, E.3    Tralli, A.4
  • 26
    • 43949119054 scopus 로고    scopus 로고
    • Lurati F, Thurlimann B. Tests in concrete masonry walls. Report no. 8401-3. Zurich (Switzerland): Institute of Structural Engineering, ETH Zurich; 1990
    • Lurati F, Thurlimann B. Tests in concrete masonry walls. Report no. 8401-3. Zurich (Switzerland): Institute of Structural Engineering, ETH Zurich; 1990
  • 27
    • 43949118701 scopus 로고    scopus 로고
    • van der Pluijm R. Material properties of masonry and its components under tension and shear. In: Proc. 6th Canadian masonry symposium. 1992
    • van der Pluijm R. Material properties of masonry and its components under tension and shear. In: Proc. 6th Canadian masonry symposium. 1992
  • 28
    • 43949084312 scopus 로고    scopus 로고
    • van der Pluijm R. Shear behaviour of bed joints. In: Hamid AA, Harris HG, editors, Proceedings of the 6th North American masonry conf., Philadelphia (PA, USA): Drexel University; 1993
    • van der Pluijm R. Shear behaviour of bed joints. In: Hamid AA, Harris HG, editors, Proceedings of the 6th North American masonry conf., Philadelphia (PA, USA): Drexel University; 1993
  • 29
    • 0001725915 scopus 로고    scopus 로고
    • A multi-surface interface model for the analysis of masonry structures
    • Lourenço P.B., and Rots J. A multi-surface interface model for the analysis of masonry structures. Journal of Engineering Mechanics ASCE 123 7 (1997) 660-668
    • (1997) Journal of Engineering Mechanics ASCE , vol.123 , Issue.7 , pp. 660-668
    • Lourenço, P.B.1    Rots, J.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.