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Volumn 134, Issue 2, 2008, Pages 209-220

Continuum model for in-plane anisotropic inelastic behavior of masonry

Author keywords

Anisotropy; Continuum mechanics; Elasticity; Finite element method; Masonry; Preservation

Indexed keywords

ANISOTROPY; CONTINUUM MECHANICS; DYNAMIC LOADS; ELASTICITY; FINITE ELEMENT METHOD; MICROMECHANICS;

EID: 38149065319     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2008)134:2(209)     Document Type: Article
Times cited : (80)

References (27)
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  • 11
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    • Damage models for the seismic response of brick masonry shear walls. I: The mortar joint model and its applications
    • Gambarotta, L., and Lagomarsino, S. (1997a). " Damage models for the seismic response of brick masonry shear walls. I: The mortar joint model and its applications.." Earthquake Eng. Struct. Dyn. 26(4)423-439.
    • (1997) Earthquake Eng. Struct. Dyn. , vol.26 , Issue.4 , pp. 423-439
    • Gambarotta, L.1    Lagomarsino, S.2
  • 15
    • 0031282025 scopus 로고    scopus 로고
    • In-plane seismic response of brick masonry walls
    • Magenes, G., and Calvi, G. M. (1997). "In-plane seismic response of brick masonry walls" Earthquake Eng. Struct. Dyn., 26(11),1091-1112.
    • (1997) Earthquake Eng. Struct. Dyn. , vol.26 , Issue.11 , pp. 1091-1112
    • Magenes, G.1    Calvi, G.M.2
  • 16
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    • Damage model for masonry as a composite material: A numerical and experimental analysis
    • C. S. Desai, E. Krempl, G. Frantiziskonis, and H. Saadatmanesh, eds., ASME, New York
    • Maier, G., Papa, E., and Nappi, A. (1991). " Damage model for masonry as a composite material: A numerical and experimental analysis.." Constitutive laws for engineering material: Theory and application, C. S. Desai, E. Krempl, G. Frantiziskonis, and, H. Saadatmanesh, eds., ASME, New York, 427-432.
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* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.