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Volumn 7, Issue , 2006, Pages 4182-4192

Confining masonry using pre-cast RC element for enhanced earthquake resistance

Author keywords

[No Author keywords available]

Indexed keywords

CONVENTIONAL DESIGN; CYCLIC TESTS; DESIGN EARTHQUAKES; DIAGONAL ELEMENTS; DISSIPATION POTENTIAL; ENGINEERING PROBLEMS; FINITE ELEMENT MODELS; GRAVITY FORCES; GRID ELEMENTS; INELASTIC DEFORMATION; LATERAL FORCE; PRE-CAST; PSEUDOSTATIC; RC ELEMENTS; SEISMIC BEHAVIOUR; SEISMIC DISASTER;

EID: 84865839675     PISSN: None     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (18)

References (9)
  • 2
    • 0032638446 scopus 로고    scopus 로고
    • Pseudodynamic testing of masonry infilled reinforced concrete frame
    • ASCE
    • Buonopane, S. G., White, R. N. (1999). "Pseudodynamic Testing of Masonry Infilled Reinforced Concrete Frame, " J. Struct. Engrg., ASCE, 125(6), 578-589.
    • (1999) J. Struct. Engrg. , vol.125 , Issue.6 , pp. 578-589
    • Buonopane, S.G.1    White, R.N.2
  • 3
    • 84865840701 scopus 로고    scopus 로고
    • Seismic retrofitting of unreinforced masonry walls by cable system
    • Vancouver, B. C. Canada, Aug 1-6, 2004, Paper No. 3228
    • Chuang, S., Zhuge, Y., and McBean, P.C. (2004). "Seismic Retrofitting of Unreinforced Masonry Walls by Cable System, " Proc., 13th World Conf. on Earthquake Engineering, Vancouver, B. C., Canada, Aug 1-6, 2004, Paper No. 3228.
    • (2004) Proc., 13th World Conf. on Earthquake Engineering
    • Chuang, S.1    Zhuge, Y.2    McBean, P.C.3
  • 4
    • 50849133987 scopus 로고    scopus 로고
    • The earthquake resistance of traditional timber and masonry dwellings in turkey
    • Vancouver, B. C. Canada, Aug 1-6, 2004, Paper No. 2297
    • Gülkan, P., Langenbach, R. (2004) "The Earthquake Resistance of Traditional Timber and Masonry Dwellings in Turkey, " Proc., 13th World Conf. on Earthquake Engineering, Vancouver, B. C., Canada, Aug 1-6, 2004, Paper No. 2297.
    • (2004) Proc., 13th World Conf. on Earthquake Engineering
    • Gülkan, P.1    Langenbach, R.2
  • 5
    • 84865853562 scopus 로고    scopus 로고
    • Survivors amongst the rubble: Traditional timber-laced masonry buildings that survived the great 1999 earthquakes in turkey and the 2001 earthquake in India, while modern buildings fell
    • Instituto Juande Herra, Escuela Técnica Superior de Arquitectura, Madrid
    • st Intnl Congress on Construction History, Instituto Juande Herra, Escuela Técnica Superior de Arquitectura, Madrid, Vol. 2, 2003: 1257-1268.
    • (2003) st Intnl Congress on Construction History , vol.2 , Issue.2003 , pp. 1257-1268
    • Langenbach, R.1
  • 6
    • 0031282025 scopus 로고    scopus 로고
    • In-plane seismic response of brick masonry walls
    • John Wiley & Sons. Ltd.
    • Magenes, G., Calvi, G. M. (2002). "In-plane seismic response of brick masonry walls, " J. Earthquake Engineering and Structural Dynamics, John Wiley & Sons. Ltd., 26, 1091-1112.
    • (2002) J. Earthquake Engineering and Structural Dynamics , vol.26 , pp. 1091-1112
    • Magenes, G.1    Calvi, G.M.2
  • 7
    • 9144265900 scopus 로고    scopus 로고
    • Implementation of structural earthquake-disaster mitigation programs in developing Countries
    • ASCE
    • Meli, Roberto, Alcocer, S. M. (2004). "Implementation of Structural Earthquake-Disaster Mitigation Programs in Developing Countries, " Natural Hazards Review, ASCE, 5(1), 29-39.
    • (2004) Natural Hazards Review , vol.5 , Issue.1 , pp. 29-39
    • Meli, R.1    Alcocer, S.M.2
  • 9
    • 0030290776 scopus 로고    scopus 로고
    • Seismic strengthening of unreinforced masonry piers with steel elements
    • EERI, November
    • Rai, D. C. & Goel, S. C. (1996). "Seismic strengthening of unreinforced masonry piers with steel elements." Earthquake Spectra, EERI, vol. 12, no. 4, November, 845-862.
    • (1996) Earthquake Spectra , vol.12 , Issue.4 , pp. 845-862
    • Rai, D.C.1    Goel, S.C.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.