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Volumn 28, Issue 3, 2012, Pages 907-929

Quasi-static cyclic tests on masonry spandrels

Author keywords

[No Author keywords available]

Indexed keywords

AXIAL LOADS; CYCLIC LOADS; FAILURE (MECHANICAL);

EID: 84862174608     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.4000063     Document Type: Article
Times cited : (88)

References (13)
  • 1
    • 34147170568 scopus 로고    scopus 로고
    • FEMA 306: Evaluation of earthquake damaged concrete and masonry wall buildings
    • Applied Technology Council (ATC), ATC-43 Project, Washington D.C.
    • Applied Technology Council (ATC), 1998. FEMA 306: Evaluation of earthquake damaged concrete and masonry wall buildings, Basic Procedures Manual,ATC-43 Project, Washington D.C.
    • (1998) Basic Procedures Manual
  • 12
    • 70349775623 scopus 로고    scopus 로고
    • Upper bound limit analysis of meso-mechanical spandrel models for the pushover analysis of 2-D masonry frames
    • Milani, G., Beyer, K., and Dazio, A., 2009. Upper bound limit analysis of meso-mechanical spandrel models for the pushover analysis of 2-D masonry frames, Engineering Structures 31, 2696-2710.
    • (2009) Engineering Structures , vol.31 , pp. 2696-2710
    • Milani, G.1    Beyer, K.2    Dazio, A.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.