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Volumn 20, Issue 5, 2006, Pages 308-321

Analysis and modelling of the in-plane shear behaviour of hollow brick masonry panels

Author keywords

Diagonal compression test; Finite element modelling; Hollow brick masonry

Indexed keywords

BRICK CONSTRUCTION; COMPUTER SIMULATION; FINITE ELEMENT METHOD; MASONRY CONSTRUCTION; PLASTICITY; SHEAR STRENGTH;

EID: 29344437017     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2005.01.032     Document Type: Article
Times cited : (91)

References (14)
  • 2
    • 29344468351 scopus 로고    scopus 로고
    • Eurocode6: Calcul d'ouvrages en maçonnerie
    • E6 AFNOR
    • E6, Eurocode6: Calcul d'ouvrages en maçonnerie. Technical Report, AFNOR; 1996.
    • (1996) Technical Report
  • 3
    • 14944374506 scopus 로고    scopus 로고
    • Evaluation of earthquake damaged concrete and masonry wall buildings-basic procedures
    • FEMA306 Federal Emergency Management Agency (FEMA), FEMA 306, Prepared by Applied Technology Council
    • FEMA306. Evaluation of earthquake damaged concrete and masonry wall buildings-basic procedures. Technical Report, Federal Emergency Management Agency (FEMA), FEMA 306, Prepared by Applied Technology Council; 1999.
    • (1999) Technical Report
  • 4
    • 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
    • L. Gambarotta, and S. Lagomarsino Damage models for the seismic response of brick masonry shear walls. Part I: the mortar joint model and its applications Earthquake Eng Struct Dynamics 26 1997 423 439
    • (1997) Earthquake Eng Struct Dynamics , vol.26 , pp. 423-439
    • Gambarotta, L.1    Lagomarsino, S.2
  • 6
    • 0030296213 scopus 로고    scopus 로고
    • Numerical modelling of brick masonry panels subject to lateral loadings
    • J. Lee, G. Pande, J. Midleton, and B. Kralj Numerical modelling of brick masonry panels subject to lateral loadings Comput Struct 61 4 1996 735 745
    • (1996) Comput Struct , vol.61 , Issue.4 , pp. 735-745
    • Lee, J.1    Pande, G.2    Midleton, J.3    Kralj, B.4
  • 8
    • 0001725915 scopus 로고    scopus 로고
    • Multisurface interface model for analysis of masonry structures
    • P. Lourenço, and J. Rots Multisurface interface model for analysis of masonry structures J Eng Mech 123 7 1997 660 668
    • (1997) J Eng Mech , vol.123 , Issue.7 , pp. 660-668
    • Lourenço, P.1    Rots, J.2
  • 9
    • 0004027295 scopus 로고    scopus 로고
    • Ph.D. thesis, The Netherlands: Technical University Delft, Delft University Press ISBN 90-407-1221-2
    • Lourenço PB. Computational strategies for masonry structures. Ph.D. thesis, The Netherlands: Technical University Delft, Delft University Press; 1996, ISBN 90-407-1221-2.
    • (1996) Computational Strategies for Masonry Structures
    • Lourenço, P.B.1
  • 10
    • 0031212561 scopus 로고    scopus 로고
    • Homogenization technique and damage model for old masonry model
    • R. Luciano, and E. Sacco Homogenization technique and damage model for old masonry model Int J Solid Struct 34 24 1997 3191 3208
    • (1997) Int J Solid Struct , vol.34 , Issue.24 , pp. 3191-3208
    • Luciano, R.1    Sacco, E.2
  • 12
    • 29344456045 scopus 로고
    • LUMB1-Compressive strength of small walls and prisms
    • RILEM
    • RILEM. LUMB1-Compressive strength of small walls and prisms. Technical Report, RILEM; 1994.
    • (1994) Technical Report
  • 13
    • 29344433132 scopus 로고
    • LUMB5-Short-term shear test for the interface between the masonry unit and mortar or moisture-insulating interlayer
    • RILEM
    • RILEM. LUMB5-Short-term shear test for the interface between the masonry unit and mortar or moisture-insulating interlayer. Technical Report, RILEM; 1994.
    • (1994) Technical Report
  • 14
    • 84869499942 scopus 로고
    • LUMB6-Diagonal tensile strength tests of small wall specimens
    • RILEM
    • RILEM. LUMB6-Diagonal tensile strength tests of small wall specimens. Technical Report, RILEM; 1994.
    • (1994) Technical Report


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.