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Volumn 19, Issue 3, 2005, Pages 237-260

Analysis of the in-plane shear behaviour of FRP reinforced hollow brick masonry walls

Author keywords

Diagonal compression test; Finite element modeling; FRP reinforcement; Hollow brick masonry

Indexed keywords

BRICK; COMPRESSION TESTING; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PARAMETER ESTIMATION; SHEAR STRESS; STRAIN RATE; WALLS (STRUCTURAL PARTITIONS);

EID: 14944357722     PISSN: 12254568     EISSN: None     Source Type: Journal    
DOI: 10.12989/sem.2005.19.3.237     Document Type: Article
Times cited : (15)

References (23)
  • 1
    • 0035337045 scopus 로고    scopus 로고
    • Strengthening of unreinforced masonry walls using FRPs
    • Albert, M., Elwi, A. and Cheng, J. (2001), "Strengthening of unreinforced masonry walls using FRPs", J. Compos. Constr., 5(2), 76-84.
    • (2001) J. Compos. Constr. , vol.5 , Issue.2 , pp. 76-84
    • Albert, M.1    Elwi, A.2    Cheng, J.3
  • 2
    • 0036603567 scopus 로고    scopus 로고
    • Strengthening techniques tested on masonry stuctures struck by the Umbria-Marche earthquake of 1997-1998
    • Corradi, M., Borri, A. and Vignoli, A. (2002), "Strengthening techniques tested on masonry stuctures struck by the Umbria-Marche earthquake of 1997-1998", Construction and Building Materials, 16, 229-239.
    • (2002) Construction and Building Materials , vol.16 , pp. 229-239
    • Corradi, M.1    Borri, A.2    Vignoli, A.3
  • 3
    • 85039391045 scopus 로고
    • Résistance des maçonneries sous charges verticales
    • Cahier 2553 (livraison 326), in French
    • Delmotte, P., Lugez, J. and Merlet, J. (1992), "Résistance des maçonneries sous charges verticales", Cahiers du CSTB, Cahier 2553 (livraison 326), in French.
    • (1992) Cahiers du CSTB
    • Delmotte, P.1    Lugez, J.2    Merlet, J.3
  • 4
    • 0032639646 scopus 로고    scopus 로고
    • Behavior of retrofitted URM walls under simulated earthquake loading
    • Ehsani, M., Saadatmanesh, H. and Velasquez, J. (1999), "Behavior of retrofitted URM walls under simulated earthquake loading", J. Compos. Constr., 3(3), 134-142.
    • (1999) J. Compos. Constr. , vol.3 , Issue.3 , pp. 134-142
    • Ehsani, M.1    Saadatmanesh, H.2    Velasquez, J.3
  • 5
    • 14944374506 scopus 로고    scopus 로고
    • Evaluation of earthquake damaged concrete and masonry wall buildings-basic procedures
    • FEMA 306 Federal Emergency Management Agency, Applied Technology Council
    • FEMA 306 (1999), "Evaluation of earthquake damaged concrete and masonry wall buildings-basic procedures", Technical Report, Federal Emergency Management Agency, Applied Technology Council.
    • (1999) Technical Report
  • 7
  • 8
    • 85078685666 scopus 로고    scopus 로고
    • Damage models for the seismic response of brick masonry shear walls. Part I: The mortar joint model and its applications
    • Gambarotta, L. and Lagomarsino, S. (1997), "Damage models for the seismic response of brick masonry shear walls. Part I: The mortar joint model and its applications." Earthq. Eng. Struct. Dyn., 26, 423-439.
    • (1997) Earthq. Eng. Struct. Dyn. , vol.26 , pp. 423-439
    • Gambarotta, L.1    Lagomarsino, S.2
  • 9
    • 14944379587 scopus 로고    scopus 로고
    • Composite infrastructure applications: Concept, design, durability control and prediction
    • Hamelin, P. (1998), "Composite infrastructure applications: concept, design, durability control and prediction", J. Compos. Technol. Res.
    • (1998) J. Compos. Technol. Res.
    • Hamelin, P.1
  • 11
    • 0030296213 scopus 로고    scopus 로고
    • Numerical modelling of brick masonry panels subject to lateral loadings
    • Lee, J., Pande, G., Midleton, J. and Kralj, B. (1996), "Numerical modelling of brick masonry panels subject to lateral loadings", Comput. Struct., 61(4), 735-745.
    • (1996) Comput. Struct. , vol.61 , Issue.4 , pp. 735-745
    • Lee, J.1    Pande, G.2    Midleton, J.3    Kralj, B.4
  • 13
    • 0004027295 scopus 로고    scopus 로고
    • Ph.D. Thesis, Technical University Delft, Delft University Press, The Netherlands
    • Lourenço, P.B. (1996), "Computational strategies for masonry structures", Ph.D. Thesis, Technical University Delft, Delft University Press, The Netherlands.
    • (1996) Computational Strategies for Masonry Structures
    • Lourenço, P.B.1
  • 14
    • 85039391282 scopus 로고    scopus 로고
    • The shear strength of dry-stacked masonry walls
    • Institut für Massivbau und Baustofftechnologie, Leipzig, Germany
    • Marzahn, G. (1998), "The shear strength of dry-stacked masonry walls", LACER, (3), 247-263, Institut für Massivbau und Baustofftechnologie, Leipzig, Germany.
    • (1998) LACER , Issue.3 , pp. 247-263
    • Marzahn, G.1
  • 17
    • 0029516323 scopus 로고
    • Design of seismic retrofit measures for concrete and masonry structures
    • Priestley, M. and Seible, F. (1995), "Design of seismic retrofit measures for concrete and masonry structures", Construction and Building Materials, 6, 365-377.
    • (1995) Construction and Building Materials , vol.6 , pp. 365-377
    • Priestley, M.1    Seible, F.2
  • 19
    • 85039412058 scopus 로고
    • LUMB5-"Short-term shear test for the interface between the masonry unit and mortar or moisture-insulating interlayer"
    • E & FN Spon, London, UK
    • RILEM (1994b), Technical Recommendations for the Testing and Use of Construction Materials, LUMB5-"Short-term shear test for the interface between the masonry unit and mortar or moisture-insulating interlayer", E & FN Spon, London, UK.
    • (1994) Technical Recommendations for the Testing and Use of Construction Materials
  • 21
    • 0032070875 scopus 로고    scopus 로고
    • Strengthening masonry structures using epoxy bonded FRP laminates
    • Triantafillou, T. (1998), "Strengthening masonry structures using epoxy bonded FRP laminates", J. Compos. Constr., 2(9), 96-104.
    • (1998) J. Compos. Constr. , vol.2 , Issue.9 , pp. 96-104
    • Triantafillou, T.1
  • 22
    • 3242890301 scopus 로고    scopus 로고
    • Seismic retrofitting of structures with fibre-reinforced polymers
    • Triantafillou, T. (2001), "Seismic retrofitting of structures with fibre-reinforced polymers", Prog. Struct. Engng. Mater, (3), 57-65.
    • (2001) Prog. Struct. Engng. Mater , Issue.3 , pp. 57-65
    • Triantafillou, T.1
  • 23


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.