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Volumn 16, Issue 4, 2000, Pages 757-773

Analysis of seismic damage patterns in old masonry church facades

Author keywords

[No Author keywords available]

Indexed keywords

CRACKS; EARTHQUAKE RESISTANCE; ELASTICITY; NUMERICAL ANALYSIS; SEISMIC PROSPECTING; SHEAR WALLS;

EID: 0034314153     PISSN: 87552930     EISSN: None     Source Type: Trade Journal    
DOI: 10.1193/1.1586138     Document Type: Article
Times cited : (27)

References (24)
  • 3
    • 0032343856 scopus 로고    scopus 로고
    • A three-dimensional model for vulnerability analysis of slender medieval masonry towers
    • Casolo, S., 1998, A Three-dimensional model for vulnerability analysis of slender medieval masonry towers, Journal of Earthquake Engineering, 2 (4), 1-26.
    • (1998) Journal of Earthquake Engineering , vol.2 , Issue.4 , pp. 1-26
    • Casolo, S.1
  • 4
    • 0033155581 scopus 로고    scopus 로고
    • Rigid element model for non-linear analysis of masonry façades subjected to out-of-plane loading
    • Casolo, S., 1999, Rigid element model for non-linear analysis of masonry façades subjected to out-of-plane loading, Communications in Numerical Methods in Engineering, 15 (7), 457-468.
    • (1999) Communications in Numerical Methods in Engineering , vol.15 , Issue.7 , pp. 457-468
    • Casolo, S.1
  • 5
    • 0039515899 scopus 로고
    • Structural analysis and damage evaluation of existing masonry buildings by dynamic experimentation and numerical modeling damage
    • Madrid
    • Chiostrini, S., Foraboschi, P., and Vignoli, A., 1992, Structural analysis and damage evaluation of existing masonry buildings by dynamic experimentation and numerical modeling damage, Proceedings of 10th World Conference of Earthquake Engineering, Madrid, VI, 3481-3486.
    • (1992) Proceedings of 10th World Conference of Earthquake Engineering , vol.6 , pp. 3481-3486
    • Chiostrini, S.1    Foraboschi, P.2    Vignoli, A.3
  • 9
    • 0003877066 scopus 로고
    • Churches and earthquake, in Italian, Ed. Lint, Trieste
    • Doglioni, F., Moretti, A., and Petrini, V. (editors), 1994, Le Chiese e Il Terremoto, (Churches and earthquake, in Italian), Ed. Lint, Trieste, 320 pp.
    • (1994) Le Chiese e Il Terremoto , pp. 320
    • Doglioni, F.1    Moretti, A.2    Petrini, V.3
  • 12
    • 0022812050 scopus 로고
    • Implications of research on design recommendations
    • Haseltine, B. A. and Tutt, J. N., 1986, Implications of research on design recommendations, The Structural Engineer, 64A (11), 341-350.
    • (1986) The Structural Engineer , vol.64 A , Issue.11 , pp. 341-350
    • Haseltine, B.A.1    Tutt, J.N.2
  • 13
    • 0015586266 scopus 로고
    • The lateral strength of unreinforced brickwork
    • Hendry, A. W., 1973, The Lateral strength of unreinforced brickwork, The Structural Engineer, 51(2), 43-50.
    • (1973) The Structural Engineer , vol.51 , Issue.2 , pp. 43-50
    • Hendry, A.W.1
  • 20
    • 0018106519 scopus 로고
    • A simplified ultimate load analysis of laterally loaded model orthotropic brickwork panels of low tensile strength
    • Sinha, B. P., 1978, A simplified ultimate load analysis of laterally loaded model orthotropic brickwork panels of low tensile strength, The Structural Engineer, 56B (4), 81-84.
    • (1978) The Structural Engineer , vol.56 B , Issue.4 , pp. 81-84
    • Sinha, B.P.1
  • 21
    • 84985747317 scopus 로고
    • Dynamic modeling of masonry buildings: Storey mechanism as a simple alternative
    • Tomazevic, M., 1987, Dynamic modeling of masonry buildings: storey mechanism as a simple alternative, Earthquake Engineering and Structural Dynamics, 15, 731-749.
    • (1987) Earthquake Engineering and Structural Dynamics , vol.15 , pp. 731-749
    • Tomazevic, M.1


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.