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Volumn 5, Issue 4-5, 2011, Pages 369-382

Analysis of masonry structures without box behavior

Author keywords

box behavior; dynamic non linear analysis; masonry structures; pushover analysis; seismic performance

Indexed keywords

CONCRETE CONSTRUCTION; REINFORCED CONCRETE; SEISMIC WAVES; SEISMOLOGY; TENSILE STRENGTH;

EID: 79959244862     PISSN: 15583058     EISSN: 15583066     Source Type: Journal    
DOI: 10.1080/15583058.2010.528824     Document Type: Article
Times cited : (246)

References (24)
  • 2
    • 84898972081 scopus 로고    scopus 로고
    • in Portuguese, Universidade do Minho Guimaraes Doctoral, Dissertation. Guimaraes, Portugual
    • Candeias, P. 2009. Seismic vulnerability assessment of masonry buildings [in Portuguese]. Universidade do Minho Guimaraes Doctoral Dissertation. Guimaraes, Portugual.
    • (2009) Seismic Vulnerability Assessment of Masonry Buildings
    • Candeias, P.1
  • 3
    • 73249141642 scopus 로고    scopus 로고
    • Shaking table tests of 1:3 reduced scale models of four unreinforced masonry buildings
    • Vancouver, Canada: University of Vancouver
    • Candeias, P., A. C. Costa, and E. Coelho. 2004. Shaking table tests of 1:3 reduced scale models of four unreinforced masonry buildings. In Proceedings of the 13th World Conference on Earthquake Engineering. Vancouver, Canada: University of Vancouver.
    • (2004) Proceedings of the 13th World Conference on Earthquake Engineering
    • Candeias, P.1    Costa, A.C.2    Coelho, E.3
  • 5
    • 34547217008 scopus 로고    scopus 로고
    • An adaptive spectrum method for assessment of bridges subjected to earthquake action
    • Casarotti, C. and R. Pinho. 2007. An adaptive spectrum method for assessment of bridges subjected to earthquake action. Bulletin of Earthquake Engineering 3: 377-390.
    • (2007) Bulletin of Earthquake Engineering , vol.3 , pp. 377-390
    • Casarotti, C.1    Pinho, R.2
  • 6
    • 34250771067 scopus 로고    scopus 로고
    • Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage
    • Casolo S. and F. Peña. 2007. Rigid element model for in-plane dynamics of masonry walls considering hysteretic behaviour and damage. Earthquake Engineering and Structural Dynamics 21(2):193-211.
    • (2007) Earthquake Engineering and Structural Dynamics , vol.21 , Issue.2 , pp. 193-211
    • Casolo, S.1    Peña, F.2
  • 7
  • 9
    • 0036498291 scopus 로고    scopus 로고
    • A modal pushover analysis procedure for estimating seismic demands for buildings
    • Chopra, A. K. and R. K. Goel. 2002. A modal pushover analysis procedure for estimating seismic demands for buildings. Earthquake Engineering and Structural Dynamics 21: 561-582.
    • (2002) Earthquake Engineering and Structural Dynamics , vol.21 , pp. 561-582
    • Chopra, A.K.1    Goel, R.K.2
  • 14
  • 16
    • 73249118664 scopus 로고    scopus 로고
    • Seismic assessment of masonry Gaioleiros buildings in Lisbon, Portugal
    • Guimaraes, Portugal: University of Minho
    • Mendes, N., and P. B. Lourenço. 2010. Seismic assessment of masonry Gaioleiros buildings in Lisbon, Portugal. Journal of Earthquake Engineering 14(1):80-101. Guimaraes, Portugal: University of Minho.
    • (2010) Journal of Earthquake Engineering , vol.14 , Issue.1 , pp. 80-101
    • Mendes, N.1    Lourenço, P.B.2
  • 18
    • 79959260028 scopus 로고    scopus 로고
    • Pseudo-dynamic testing of an unreinforced masonry buildings with flexible diaphragm
    • Auckland, New Zealand: University of Auckland
    • Paquette, J., and M. Bruneau. 2000. Pseudo-dynamic testing of an unreinforced masonry buildings with flexible diaphragm. In Proceedings of the 12thWorld Conference on Earthquake Engineering. Auckland, New Zealand: University of Auckland.
    • (2000) Proceedings of the 12thWorld Conference on Earthquake Engineering
    • Paquette, J.1    Bruneau, M.2
  • 19
    • 77950338307 scopus 로고    scopus 로고
    • Numerical models for the seismic assessment of an old masonry tower
    • Peña, F., P. B. Lourenço, N. Mendes, and D. V. Oliveira. 2010. Numerical models for the seismic assessment of an old masonry tower. Engineering Structures 32(5):1466-1478.
    • (2010) Engineering Structures , vol.32 , Issue.5 , pp. 1466-1478
    • Peña, F.1    Lourenço, P.B.2    Mendes, N.3    Oliveira, D.V.4
  • 20
    • 4544275943 scopus 로고    scopus 로고
    • Advanced numerical analysis of historical centers: A case study in Lisbon
    • Ramos, L. F. and P. B. Lourenço. 2004. Advanced numerical analysis of historical centers: A case study in Lisbon. Engineering Structures 26:1295-1310.
    • (2004) Engineering Structures , vol.26 , pp. 1295-1310
    • Ramos, L.F.1    Lourenço, P.B.2
  • 21
    • 55949107163 scopus 로고    scopus 로고
    • Investigation techniques carried out on the Qutb Minar, New Delhi, India
    • eds., P. B. Lourenço, P. Roca, C. Modena, and S. K. Agrawal. New Delhi, India: McMillan Publishers
    • Ramos, L. F., F. Casarin, C. Algeri, and P. B. Lourenço. 2006. Investigation techniques carried out on the Qutb Minar, New Delhi, India. In Structural Analysis of Historical Constructions, eds., P. B. Lourenço, P. Roca, C. Modena, and S. K. Agrawal. New Delhi, India: McMillan Publishers, 633-640.
    • (2006) Structural Analysis of Historical Constructions , pp. 633-640
    • Ramos, L.F.1    Casarin, F.2    Algeri, C.3    Lourenço, P.B.4
  • 22
    • 79959242479 scopus 로고    scopus 로고
    • Initial conceptual design of earthquake resistant RLC and masonry buildings according to Eurocode 8
    • Wessex, UK: WIT Press
    • Slak, T. and V. Kilar. 2003. Initial conceptual design of earthquake resistant RLC and masonry buildings according to Eurocode 8. In Earthquake Resistant Engineering Structures IV. Wessex, UK: WIT Press.
    • (2003) Earthquake Resistant Engineering Structures IV
    • Slak, T.1    Kilar, V.2
  • 23
    • 0142172325 scopus 로고    scopus 로고
    • Seismic upgrading of old brick-masonry houses: Tying of walls with steel ties
    • Tomaževi¡c, M., M. Lutman, and P. Weiss. 1996. Seismic upgrading of old brick-masonry houses: tying of walls with steel ties. Earthquake Spectra Journal 12(3): 599-622.
    • (1996) Earthquake Spectra Journal , vol.12 , Issue.3 , pp. 599-622
    • Tomaževic, M.1    Lutman, M.2    Weiss, P.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.