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Volumn 20, Issue 4, 2006, Pages 229-238

Assessment of masonry shear-walls by simple equilibrium models

Author keywords

Limit analysis; Load path; Lower bound theorem; Masonry shear wall; Simple model; Strut and tie model

Indexed keywords

MORTAR; SHEAR WALLS; STRESS ANALYSIS; STRUCTURAL LOADS; STRUTS;

EID: 29144455440     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2005.08.023     Document Type: Conference Paper
Times cited : (49)

References (9)
  • 1
    • 0002914790 scopus 로고
    • Toward a consistent design of structural concrete
    • J. Schlaich, K. Schäfer, and M. Jennewein Toward a consistent design of structural concrete PCI J 32 3 1987 72 150
    • (1987) PCI J , vol.32 , Issue.3 , pp. 72-150
    • Schlaich, J.1    Schäfer, K.2    Jennewein, M.3
  • 7
    • 29144516728 scopus 로고    scopus 로고
    • Mechanical response of dry joint masonry
    • G. Arun N. Seçkin Yildiz Teknik Universitesi Istanbul
    • P. Roca, D. Oliveira, P. Lourenço, and I. Carol Mechanical response of dry joint masonry G. Arun N. Seçkin Studies in ancient structures 2001 Yildiz Teknik Universitesi Istanbul 291 300
    • (2001) Studies in Ancient Structures , pp. 291-300
    • Roca, P.1    Oliveira, D.2    Lourenço, P.3    Carol, I.4


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.