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Volumn 23, Issue 4, 2007, Pages 893-908

Assessment of ASCE 41 height-to-thickness ratio limits for URM walls

Author keywords

[No Author keywords available]

Indexed keywords

ANCHORAGES (FOUNDATIONS); CRACKS; DYNAMIC RESPONSE; MASONRY MATERIALS; MATHEMATICAL MODELS; STRUCTURAL ANALYSIS;

EID: 36849056003     PISSN: 87552930     EISSN: None     Source Type: Journal    
DOI: 10.1193/1.2790488     Document Type: Article
Times cited : (23)

References (21)
  • 1
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    • ABK Joint Venture, 1981. Methodology for Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings: Wall Testing, Out-Of-Plane, ABK Topical Report 04.
    • ABK Joint Venture, 1981. Methodology for Mitigation of Seismic Hazards in Existing Unreinforced Masonry Buildings: Wall Testing, Out-Of-Plane, ABK Topical Report 04.
  • 2
    • 36849078465 scopus 로고    scopus 로고
    • ASCE, 2000. Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA 356 Report, prepared by American Society of Civil Engineers, Federal Emergency Management Agency, Washington D.C.
    • ASCE, 2000. Prestandard and Commentary for the Seismic Rehabilitation of Buildings, FEMA 356 Report, prepared by American Society of Civil Engineers, Federal Emergency Management Agency, Washington D.C.
  • 4
    • 36849073503 scopus 로고    scopus 로고
    • Improvement of Nonlinear Static Seismic Analysis Procedure
    • ATC, Preprint Edition, Federal Emergency Management Agency, Washington D.C
    • ATC, 2005. Improvement of Nonlinear Static Seismic Analysis Procedure, Preprint Edition, FEMA 440 Report, prepared by the Applied Technology Council, Federal Emergency Management Agency, Washington D.C.
    • (2005) FEMA 440 Report, prepared by the Applied Technology Council
  • 5
    • 0024720945 scopus 로고
    • Response of masonry bed joints in direct shear
    • Atkinson, R. H., Amadei, B. P., Saeb, S., and Sture, S., 1989. Response of masonry bed joints in direct shear, J. Struct. Eng. 115, 2276-2296.
    • (1989) J. Struct. Eng , vol.115 , pp. 2276-2296
    • Atkinson, R.H.1    Amadei, B.P.2    Saeb, S.3    Sture, S.4
  • 7
    • 0036532227 scopus 로고    scopus 로고
    • Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls
    • Doherty, K. T., Griffith, M. C., Lam, N., and Wilson, J., 2002. Displacement-based seismic analysis for out-of-plane bending of unreinforced masonry walls, Earthquake Eng. Struct. Dyn. 31, 833-850.
    • (2002) Earthquake Eng. Struct. Dyn , vol.31 , pp. 833-850
    • Doherty, K.T.1    Griffith, M.C.2    Lam, N.3    Wilson, J.4
  • 9
    • 36849060027 scopus 로고    scopus 로고
    • Hart, G. C., and Srinivasan, M., 1994. Typical Costs for Seismic Rehabilitation of Existing Buildings, I: Summary, FEMA 156, prepared by the Hart Consultant Group, Federal Emergency Management Agency, Washington D.C.
    • Hart, G. C., and Srinivasan, M., 1994. Typical Costs for Seismic Rehabilitation of Existing Buildings, Volume I: Summary, FEMA 156, prepared by the Hart Consultant Group, Federal Emergency Management Agency, Washington D.C.
  • 10
    • 0001360539 scopus 로고
    • The behaviour of inverted pendulum structures during earthquakes
    • Housner, G. W, 1963. The behaviour of inverted pendulum structures during earthquakes, Bull. Seismol. Soc. Am. 53, 403-417.
    • (1963) Bull. Seismol. Soc. Am , vol.53 , pp. 403-417
    • Housner, G.W.1
  • 11
    • 75649131606 scopus 로고    scopus 로고
    • ICC, Preprint Edition, International Code Council, Falls Church, VA
    • ICC, 2006. International Existing Buildings Code: Commentary, Preprint Edition, International Code Council, Falls Church, VA.
    • (2006) International Existing Buildings Code: Commentary
  • 12
    • 36849024752 scopus 로고    scopus 로고
    • Knowledge Revolution, 1996. Working Model 2D, Version 4.0, Software User Manual, Knowledge Revolution, CA.
    • Knowledge Revolution, 1996. Working Model 2D, Version 4.0, Software User Manual, Knowledge Revolution, CA.
  • 13
    • 23044486650 scopus 로고    scopus 로고
    • Seismic response analysis of multidrum classical columns
    • Konstantinidis, D., and Makris, N., 2005. Seismic response analysis of multidrum classical columns, Earthquake Eng. Struct. Dyn. 34, 1243-1270.
    • (2005) Earthquake Eng. Struct. Dyn , vol.34 , pp. 1243-1270
    • Konstantinidis, D.1    Makris, N.2
  • 14
    • 0037318949 scopus 로고    scopus 로고
    • The rocking spectrum and the limitations of practical design methodologies
    • Makris, N., and Konstantinidis, D., 2003. The rocking spectrum and the limitations of practical design methodologies, Earthquake Eng. Struct. Dyn. 32, 265-289.
    • (2003) Earthquake Eng. Struct. Dyn , vol.32 , pp. 265-289
    • Makris, N.1    Konstantinidis, D.2
  • 15
    • 36849073502 scopus 로고    scopus 로고
    • Makris, N., and Konstantinidis, D., 2001. The Rocking Spectrum and the Shortcomings of Design Guidelines, Report No. PEER-01107, Pacific Earthquake Engineering Research Center, University of California, Berkeley
    • Makris, N., and Konstantinidis, D., 2001. The Rocking Spectrum and the Shortcomings of Design Guidelines, Report No. PEER-01107, Pacific Earthquake Engineering Research Center, University of California, Berkeley
  • 18
    • 36849024753 scopus 로고    scopus 로고
    • Shake table tests on the out-of-plane response of unreinforced masonry walls
    • in press
    • Meisl, C., Elwood, K. J., and Ventura, C. E., 2007. Shake table tests on the out-of-plane response of unreinforced masonry walls, Can. J. Civ. Eng. 34, in press.
    • (2007) Can. J. Civ. Eng , vol.34
    • Meisl, C.1    Elwood, K.J.2    Ventura, C.E.3
  • 19
    • 36849022893 scopus 로고
    • SEAOC, Structural Engineers Association of California
    • SEAOC, 1991. Reflection on the Loma Prieta Earthquake, Structural Engineers Association of California.
    • (1991) Reflection on the Loma Prieta Earthquake
  • 21
    • 36749009747 scopus 로고    scopus 로고
    • Out-of-plane dynamic response of unreinforced masonry bearing walls attached to flexible diaphragms
    • Vancouver, BC, Canada
    • Simsir, C., Aschheim, M., and Abrams, D., 2004. Out-of-plane dynamic response of unreinforced masonry bearing walls attached to flexible diaphragms, 13th World Conference on Earthquake Engineering, Vancouver, BC, Canada.
    • (2004) 13th World Conference on Earthquake Engineering
    • Simsir, C.1    Aschheim, M.2    Abrams, D.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.