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Volumn 2, Issue 1, 1998, Pages 59-87

Analytical models for brick masonry infilled r/c frames under lateral loading

Author keywords

Brick masonry infills; Dynamic analysis; Hysteresis models; Irregularity in elevation; Seismic response

Indexed keywords


EID: 0032399298     PISSN: 13632469     EISSN: None     Source Type: Journal    
DOI: 10.1080/13632469809350314     Document Type: Article
Times cited : (50)

References (18)
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  • 3
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  • 4
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    • Doudoumis, I. and Mitsopoulou, E. [1986] “Nonlinear analysis of multistorey infilled frames for unilateral contact conditions,” Proc. 8th Europ. Conf. on Earthq. Eng., Lisbon, Portugal 3, pp. 63-70.
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    • Doudoumis, I.1    Mitsopoulou, E.2
  • 5
    • 0002018675 scopus 로고
    • Steel frames with brickwork and concrete infilling
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    • Holmes, M.1
  • 8
    • 0025920014 scopus 로고
    • Analytical prediction of the collapse earthquake for R/C buildings: Suggested methodology
    • Kappos, A. J. [1991] “Analytical prediction of the collapse earthquake for R/C buildings: Suggested methodology,” Earthq. Eng. Str. Dyn. 20(2), 167-176.
    • (1991) Earthq. Eng. Str. Dyn. , vol.20 , Issue.2 , pp. 167-176
    • Kappos, A.J.1
  • 10
    • 0017982512 scopus 로고
    • Earthquake resistance of infilled frames
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    • (1978) J. Str. Div., ASCE , vol.104 , Issue.ST6 , pp. 973-989
    • Klingner, R.E.1    Bertero, V.V.2
  • 13
    • 0039225704 scopus 로고
    • A statistical evaluation of damage to buildings in the Thessaloniki, Greece earthquake of June, 20, 1978
    • Tokyo-Kyoto, Japan, Aug. 1988, Maruzen
    • Penelis, G. G., Sarigiannis, D., Stavrakakis E. and Stylianidis K. C. [1989] “A statistical evaluation of damage to buildings in the Thessaloniki, Greece earthquake of June, 20, 1978,” Proc. 9th World Conf. on Earthq. Eng., Tokyo-Kyoto, Japan, Aug. 1988, Maruzen, VII, pp. 187-192.
    • (1989) Proc. 9Th World Conf. On Earthq. Eng , vol.7 , pp. 187-192
    • Penelis, G.G.1    Sarigiannis, D.2    Stavrakakis, E.3    Stylianidis, K.C.4
  • 14
    • 0000550506 scopus 로고
    • Behaviour of square infilled frames
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    • (1966) J. Str. Div., ASCE , vol.92 , Issue.ST1 , pp. 381-403
    • Stafford-Smith, B.1
  • 15
    • 85023932773 scopus 로고
    • Quantitative estimation of seismic damage in R/C structures with and without masonry infills
    • EPPO), Thessaloniki (in Greek)
    • Stylianidis, K. C. and Kappos, A. J. [1995] “Quantitative estimation of seismic damage in R/C structures with and without masonry infills,” Progress report submitted to the funding agency (EPPO), Thessaloniki (in Greek).
    • (1995) Progress Report Submitted to the Funding Agency
    • Stylianidis, K.C.1    Kappos, A.J.2
  • 16
    • 0006465683 scopus 로고
    • Masonry infilled R/C frames under horizontal loading - Experimental results
    • Valiasis, T. N. and Stylianidis, K. C [1989] “Masonry infilled R/C frames under horizontal loading - Experimental results,” Euro. Earthq. Eng., 111(3), 10-20.
    • (1989) Euro. Earthq. Eng. , vol.111 , Issue.3 , pp. 10-20
    • Valiasis, T.N.1    Stylianidis, K.C.2
  • 17
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    • Hysteresis model for weak brick masonry infills in R/C frames under lateral reversals
    • Valiasis, T. N., Stylianidis, K. C. and Penelis, G. G. [1993] “Hysteresis model for weak brick masonry infills in R/C frames under lateral reversals,” Euro. Earthq. Eng. VII(l), 3-9.
    • (1993) Euro. Earthq. Eng. , vol.7 , Issue.1 , pp. 3-9
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  • 18
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    • San Francisco, Calif
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    • (1984) Proc. 8Th World Conf. On Earthq. Eng. , vol.6 , pp. 863-870
    • Zarnic, R.1    Tomazevic, M.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.