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Volumn 43, Issue 7-8, 2006, Pages 2076-2090

Seismic behaviour of industrial masonry chimneys

Author keywords

Accelerogram; Cracking; Crushing; Earthquake; Failure mode; Industrial chimney; Masonry; Seismic behaviour

Indexed keywords

ACCELERATION; FINITE ELEMENT METHOD; SEISMIC PROSPECTING; SPECTRUM ANALYSIS;

EID: 32344449365     PISSN: 00207683     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.ijsolstr.2005.06.014     Document Type: Article
Times cited : (42)

References (26)
  • 1
    • 0029233332 scopus 로고
    • Derivation of the in-plane elastic characteristics of masonry through homogenization theory
    • A. Anthoine Derivation of the in-plane elastic characteristics of masonry through homogenization theory Int. J. Solids Struct. 32 1995 137 163
    • (1995) Int. J. Solids Struct. , vol.32 , pp. 137-163
    • Anthoine, A.1
  • 2
    • 3142693654 scopus 로고
    • Constitutive equations for engineering materials
    • John Wiley & Sons, Inc
    • W.F. Chen, and A.F. Saleeb Constitutive equations for engineering materials Elasticity and Modeling vol. 1 1982 John Wiley & Sons, Inc
    • (1982) Elasticity and Modeling , vol.1
    • Chen, W.F.1    Saleeb, A.F.2
  • 3
    • 32344434933 scopus 로고
    • Construcción de Edificios. Ediciones G. Gili, S.A
    • Esselborn, C., 1928. Tratado General de Construcción. Tomo 1: Construcción de Edificios. Ediciones G. Gili, S.A.
    • (1928) Tratado General de Construcción , vol.1
    • Esselborn, C.1
  • 4
    • 32344450045 scopus 로고    scopus 로고
    • Design provisions for earthquake resistance of structures. Part 1-1: General rules
    • Eurocode 8
    • Eurocode 8. Design provisions for earthquake resistance of structures. Part 1-1: General rules. Seismic actions and general requiriments for structures.
    • Seismic Actions and General Requiriments for Structures
  • 7
    • 0001209757 scopus 로고
    • Earthquake magnitude, intensity, energy, and acceleration
    • B. Gutenberg, and C.F. Richter Earthquake magnitude, intensity, energy, and acceleration Bull. Seismol. Soc. Am. 32 1942 163 191
    • (1942) Bull. Seismol. Soc. Am. , vol.32 , pp. 163-191
    • Gutenberg, B.1    Richter, C.F.2
  • 8
    • 0000787736 scopus 로고
    • A comparison of earthquake accelerations with intensity rating
    • J. Herschberger A comparison of earthquake accelerations with intensity rating Bull. Seismol. Soc. Am. 46 1956 317 320
    • (1956) Bull. Seismol. Soc. Am. , vol.46 , pp. 317-320
    • Herschberger, J.1
  • 9
    • 0037402684 scopus 로고    scopus 로고
    • Time-history analysis of URM walls in out-of-plane flexure
    • N.T.K. Lam, M. Griffith, J. Wilson, and K. Doherty Time-history analysis of URM walls in out-of-plane flexure Eng. Struct. 25 6 2002 743 754
    • (2002) Eng. Struct. , vol.25 , Issue.6 , pp. 743-754
    • Lam, N.T.K.1    Griffith, M.2    Wilson, J.3    Doherty, K.4
  • 10
    • 0026395297 scopus 로고
    • An appraisal of smeared crack models for masonry shear wall analysis
    • H.R. Lotfi, and P.B. Shing An appraisal of smeared crack models for masonry shear wall analysis Comput. Struct. 41 3 1991 413 425
    • (1991) Comput. Struct. , vol.41 , Issue.3 , pp. 413-425
    • Lotfi, H.R.1    Shing, P.B.2
  • 11
    • 0001725915 scopus 로고    scopus 로고
    • Multisurface interface model for analysis of masonry structures
    • P.B. Lourenço, and J.G. Rots Multisurface interface model for analysis of masonry structures J. Eng. Mech. 123 7 1997 660 668
    • (1997) J. Eng. Mech. , vol.123 , Issue.7 , pp. 660-668
    • Lourenço, P.B.1    Rots, J.G.2
  • 12
    • 0032095835 scopus 로고    scopus 로고
    • Continuum model for masonry: Parameter estimation and validation
    • P.B. Lourenço, J.G. Rots, and J. Blaauwendraad Continuum model for masonry: parameter estimation and validation J. Struct. Eng. 124 6 1998 642 652
    • (1998) J. Struct. Eng. , vol.124 , Issue.6 , pp. 642-652
    • Lourenço, P.B.1    Rots, J.G.2    Blaauwendraad, J.3
  • 13
    • 0035338990 scopus 로고    scopus 로고
    • Homogenization of masonry using numerical simulations
    • G. Ma, H. Hao, and Y. Lu Homogenization of masonry using numerical simulations J. Eng. Mech. 127 5 2001 421 431
    • (2001) J. Eng. Mech. , vol.127 , Issue.5 , pp. 421-431
    • Ma, G.1    Hao, H.2    Lu, Y.3
  • 14
    • 0029411370 scopus 로고
    • Stability off masonry walls subjected to seismic transverse forces
    • L. Mendola, M. Papia, and G. Zingone Stability off masonry walls subjected to seismic transverse forces J. Struct. Eng. 121 11 1995 1581 1587
    • (1995) J. Struct. Eng. , vol.121 , Issue.11 , pp. 1581-1587
    • Mendola, L.1    Papia, M.2    Zingone, G.3
  • 15
    • 0000726375 scopus 로고
    • The correlation of peak ground acceleration amplitude with seismic intensity and other physical parameters
    • J.R. Murphy, and L.J. O'Brien The correlation of peak ground acceleration amplitude with seismic intensity and other physical parameters Bull. Seismol. Soc. Am. 67 1977 877 915
    • (1977) Bull. Seismol. Soc. Am. , vol.67 , pp. 877-915
    • Murphy, J.R.1    O'Brien, L.J.2
  • 19
    • 32344447071 scopus 로고
    • Structural behaviour of ancient chimneys
    • 5th Int.Conf. on Structural Studies, Repairs and Maintenance of Historical Buildings, STREMAH '95 Comp. Mech. Publications Southampton, Boston
    • G. Pistone, G. Riva, and A.M. Zorgno Structural behaviour of ancient chimneys 5th Int.Conf. on Structural Studies, Repairs and Maintenance of Historical Buildings, STREMAH '95 Advances in Architecture Series vol. 3 1995 Comp. Mech. Publications Southampton, Boston
    • (1995) Advances in Architecture Series , vol.3
    • Pistone, G.1    Riva, G.2    Zorgno, A.M.3
  • 20
    • 32344447651 scopus 로고    scopus 로고
    • Problems with the restoration of old brickwork chimneys in northern Italy
    • University of Notre Dame South Bend, Indiana, USA
    • G. Pistone, G. Riva, and A.M. Zorgno Problems with the restoration of old brickwork chimneys in northern Italy Proceedings of the 7th International Brick Masonry Conference vol. 1 1996 University of Notre Dame South Bend, Indiana, USA
    • (1996) Proceedings of the 7th International Brick Masonry Conference , vol.1
    • Pistone, G.1    Riva, G.2    Zorgno, A.M.3
  • 21
    • 32344451613 scopus 로고
    • Old brickwork chimneys: Structural features and restoration problems
    • 4th Int.Conf. on Structural Studies, Repairs and Maintenance of Historical Buildings, STREMAH '95 Comp. Mech. Publications Southampton, Boston
    • G. Riva, and A.M. Zorgno Old brickwork chimneys: structural features and restoration problems 4th Int.Conf. on Structural Studies, Repairs and Maintenance of Historical Buildings, STREMAH '95 Dynamics, Repairs and Restoration vol. 2 1995 Comp. Mech. Publications Southampton, Boston
    • (1995) Dynamics, Repairs and Restoration , vol.2
    • Riva, G.1    Zorgno, A.M.2
  • 22
    • 0001559368 scopus 로고
    • On the correlation of seismic intensity with peaks of recorded strong ground motion
    • M.D. Trifunac, and A.G. Brady On the correlation of seismic intensity with peaks of recorded strong ground motion Bull. Seismol. Soc. Am. 65 1975 139 162
    • (1975) Bull. Seismol. Soc. Am. , vol.65 , pp. 139-162
    • Trifunac, M.D.1    Brady, A.G.2
  • 24
    • 32344442762 scopus 로고
    • Seismic vulnerability, behavior and design of underground piping systems
    • Department of Civil Engineering, Rensselaer Polytechnic Institute, New York
    • Wang, L.R.L., O'Rourke, M.J., Pikul, R.R., 1979. Seismic Vulnerability, Behavior and Design of Underground Piping Systems, Technical Report No. 9, Department of Civil Engineering, Rensselaer Polytechnic Institute, New York.
    • (1979) Technical Report No. 9 , vol.9
    • Wang, L.R.L.1    O'Rourke, M.J.2    Pikul, R.R.3
  • 26
    • 0032029262 scopus 로고    scopus 로고
    • Non-linear dynamic analysis of unreinforced masonry
    • Y. Zughe, D. Thambiratnam, and J. Corderoy Non-linear dynamic analysis of unreinforced masonry J. Struct. Eng. 124 3 1998 270 277
    • (1998) J. Struct. Eng. , vol.124 , Issue.3 , pp. 270-277
    • Zughe, Y.1    Thambiratnam, D.2    Corderoy, J.3


* 이 정보는 Elsevier사의 SCOPUS DB에서 KISTI가 분석하여 추출한 것입니다.