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Volumn 128, Issue 7, 2002, Pages 890-897

Evaluation of simplified models for lateral load analysis of unreinforced masonry buildings

Author keywords

Buildings; Finite element method; Lateral loads; Load analysis; Masonry; Models

Indexed keywords

COST EFFECTIVENESS; ELASTICITY; LOADS (FORCES); MATHEMATICAL MODELS; PARAMETER ESTIMATION; STRUCTURAL DESIGN; STRUCTURAL FRAMES;

EID: 3042610275     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2002)128:7(890)     Document Type: Article
Times cited : (125)

References (13)
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  • 4
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    • CEN Techn. Comm. 250/SC6 (1995). "Design of masonry structures - Part 1-1: General rules for buildings - Rules for reinforced and unreinforced masonry (ENV 1996-1-1)." Eurocode 6, CEN, Brussels.
    • (1995) Eurocode , vol.6
  • 5
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    • (1999) SAP 2000
  • 6
    • 0022083564 scopus 로고
    • The failure of brick masonry under biaxial stresses
    • Dhanasekar, M., Page, A. W., and Kleeman, P. W. (1985). "The failure of brick masonry under biaxial stresses." Proc., ICE (Part 2), 79, 295-313.
    • (1985) Proc., ICE (Part 2) , vol.79 , pp. 295-313
    • Dhanasekar, M.1    Page, A.W.2    Kleeman, P.W.3
  • 8
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    • (Int. Center for the Study of the Preservation and the Restoration of Cultural Property). Rome, 1990
    • ICCROM (1990). (Int. Center for the Study of the Preservation and the Restoration of Cultural Property). Structural conservation of stone masonry, Rome, 1990.
    • (1990) Structural Conservation of Stone Masonry
  • 10
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    • Computed versus observed seismic response and damage of masonry buildings
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    • (1992) J. Struct. Eng. , vol.118 , Issue.7 , pp. 1804-1821
    • Karantoni, F.V.1    Fardis, M.N.2
  • 11
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    • Simplified nonlinear seismic analysis of masonry buildings
    • Magenes, G., and La Fontana, A. (1998). "Simplified nonlinear seismic analysis of masonry buildings." Proc., British Masonry Society, No. 8, 190-195.
    • (1998) Proc., British Masonry Society , Issue.8 , pp. 190-195
    • Magenes, G.1    La Fontana, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.