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Volumn 13, Issue , 2003, Pages 141-155

On the collapse of a masonry tower subjected to earthquake loadings

Author keywords

[No Author keywords available]

Indexed keywords

ARCHITECTURE; BELLS; BRITTLENESS; DYNAMIC LOADS; EARTHQUAKES; ENERGY DISSIPATION; SEISMOLOGY; STRESS CONCENTRATION; STRUCTURAL LOADS; TOWERS;

EID: 2942682903     PISSN: 1361617X     EISSN: None     Source Type: Conference Proceeding    
DOI: None     Document Type: Conference Paper
Times cited : (3)

References (19)
  • 2
    • 2942675595 scopus 로고    scopus 로고
    • Dynamical behaviour of a masonry medieval tower subjected to Bell's action. Part 1: Bells' dynamic action measurement and modelling
    • Submitted for publication to
    • Bennati, S., Nardini, L., Salvatore, W. Dynamical Behaviour of a Masonry Medieval Tower subjected to Bell's Action. Part 1: Bells' Dynamic Action Measurement and Modelling. Submitted for publication to Journal of Structural Engineering, ASCE. 2002.
    • (2002) Journal of Structural Engineering, ASCE
    • Bennati, S.1    Nardini, L.2    Salvatore, W.3
  • 3
    • 27744607323 scopus 로고    scopus 로고
    • Dynamical behaviour of a masonry medieval tower subjected to Bell's action. Part 2: Measurement and modelling of the tower motion
    • Submitted for publication to
    • Bennati, S., Nardini, L., Salvatore, W. Dynamical Behaviour of a Masonry Medieval Tower subjected to Bell's Action. Part 2: Measurement and Modelling of the Tower Motion. Submitted for publication to Journal of Structural Engineering, ASCE. 2002.
    • (2002) Journal of Structural Engineering, ASCE
    • Bennati, S.1    Nardini, L.2    Salvatore, W.3
  • 4
    • 0343099736 scopus 로고    scopus 로고
    • Seismic risk and dynamic identification in towers, keynote lecture
    • National Laboratory for Civil Engineering, Lisbon, Portugal, November
    • Macchi, G. Seismic Risk and Dynamic Identification in Towers, keynote lecture. Proceedings of Workshop on Seismic Performance of Monuments, Monument '98, National Laboratory for Civil Engineering, Lisbon, Portugal, November, 1998.
    • (1998) Proceedings of Workshop on Seismic Performance of Monuments, Monument '98
    • Macchi, G.1
  • 6
    • 0032343856 scopus 로고    scopus 로고
    • A three-dimensional model for vulnerability analysis of slender medieval masonry towers
    • Casolo S. A three-dimensional model for vulnerability analysis of slender medieval masonry towers. Journal of Earthquake Engineering, Vol. 2, No. 4, 487-512. 1998.
    • (1998) Journal of Earthquake Engineering , vol.2 , Issue.4 , pp. 487-512
    • Casolo, S.1
  • 7
    • 0035533358 scopus 로고    scopus 로고
    • Significant ground motion parameters for evaluation of the seismic performance of slender masonry towers
    • Casolo S., (2001), Significant ground motion parameters for evaluation of the seismic performance of slender masonry towers. Journal of Earthquake Engineering, Vol 5, No 2, p. 187-204.
    • (2001) Journal of Earthquake Engineering , vol.5 , Issue.2 , pp. 187-204
    • Casolo, S.1
  • 9
    • 0001788340 scopus 로고
    • Attenuation relations for use in Europe: An overview
    • Elnashai ed., Balkema, Rotterdam
    • Ambraseys N.N., Bommer J.J. Attenuation relations for use in Europe: an overview, European Seismic Design Practice, Elnashai ed., Balkema, Rotterdam, p.67-73. 1995.
    • (1995) European Seismic Design Practice , pp. 67-73
    • Ambraseys, N.N.1    Bommer, J.J.2
  • 10
    • 0030470523 scopus 로고    scopus 로고
    • Estimation of response spectra and simulation of nonstationary earthquake ground motions
    • Sabetta F., Pugliese, A. Estimation of response spectra and simulation of nonstationary earthquake ground motions, Bulletin Seismological Society of America, vol. 86, p. 337-352. 1996
    • (1996) Bulletin Seismological Society of America , vol.86 , pp. 337-352
    • Sabetta, F.1    Pugliese, A.2


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.