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Volumn 123, Issue 2, 1997, Pages 203-209

Optimal spherical masonry domes of uniform strength

Author keywords

[No Author keywords available]

Indexed keywords

DIFFERENTIAL EQUATIONS; EIGENVALUES AND EIGENFUNCTIONS; INTEGRAL EQUATIONS; MASONRY MATERIALS; MATHEMATICAL MODELS; PROBLEM SOLVING; STRENGTH OF MATERIALS; STRESSES; STRUCTURAL ANALYSIS; STRUCTURAL LOADS;

EID: 0031075164     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1997)123:2(203)     Document Type: Article
Times cited : (25)

References (21)
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    • Bossut, C.1
  • 3
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    • Sur les lignes courbes qui sont propres a former les voutes en dome
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    • Bouguer, P. (1734). "Sur les lignes courbes qui sont propres a former les voutes en dome." Memories Academiae Royale des Sciences, Paris, France, 149-166 (in French).
    • (1734) Memories Academiae Royale des Sciences , pp. 149-166
    • Bouguer, P.1
  • 5
    • 85033309944 scopus 로고
    • Modelli fisici e matematici del legame sforzi-deformazioni e del comportamento a collasso della muratura
    • Cup, Milano, Italy, (in Italian)
    • Contro, R., and Nova, R. (1982). "Modelli fisici e matematici del legame sforzi-deformazioni e del comportamento a collasso della muratura." Comportamento statico e sismico delle strutture murarie, Cup, Milano, Italy, 13-87 (in Italian).
    • (1982) Comportamento Statico e Sismico Delle Strutture Murarie , pp. 13-87
    • Contro, R.1    Nova, R.2
  • 6
    • 0020300309 scopus 로고
    • Analyse de la stabilité des voûtes en maçonnerie
    • Paris, France, (in French)
    • Delbecq, J. M. (1982). "Analyse de la stabilité des voûtes en maçonnerie." J. de Mecanique Therorique et Appl., Paris, France, 1(I), 91-121 (in French).
    • (1982) J. de Mecanique Therorique et Appl. , vol.1 , Issue.I , pp. 91-121
    • Delbecq, J.M.1
  • 7
    • 0001571587 scopus 로고
    • Constitutive equations and compatibility of the external loads for linear elastic masonry-like materials
    • Bologna, Italy
    • Del Piero, G. (1989). "Constitutive equations and compatibility of the external loads for linear elastic masonry-like materials." Meccanica, Bologna, Italy, 24(3), 150-162.
    • (1989) Meccanica , vol.24 , Issue.3 , pp. 150-162
    • Del Piero, G.1
  • 8
  • 9
    • 0020429965 scopus 로고
    • Optimal cupola of uniform strength: Spherical M-shells and axisymmetric T-shells
    • Dow, M., Nakamura, H., and Rozvany, G. I. N. (1982). "Optimal cupola of uniform strength: spherical M-shells and axisymmetric T-shells." Ing. Arch., 52, 335-353.
    • (1982) Ing. Arch. , vol.52 , pp. 335-353
    • Dow, M.1    Nakamura, H.2    Rozvany, G.I.N.3
  • 10
    • 0004317346 scopus 로고
    • Springer-Verlag, Berlin, Germany
    • Flügge, W. (1962). Stress in shells. Springer-Verlag, Berlin, Germany.
    • (1962) Stress in Shells
    • Flügge, W.1
  • 11
    • 0021850858 scopus 로고
    • Researches on the equilibrium of masonry structures
    • Giaquinta, M., and Giusti, E. (1985). "Researches on the equilibrium of masonry structures." Arch. Rational Mech. and Anal., 88, 359-392.
    • (1985) Arch. Rational Mech. and Anal. , vol.88 , pp. 359-392
    • Giaquinta, M.1    Giusti, E.2
  • 12
    • 0004942133 scopus 로고
    • The stone skeleton
    • Heyman, J. (1966). "The stone skeleton." Int. J. Solids Struct., 2, 249-279.
    • (1966) Int. J. Solids Struct. , vol.2 , pp. 249-279
    • Heyman, J.1
  • 17
    • 0019659890 scopus 로고
    • Optimal spherical cupola of uniform strength: Allowance for self-weight
    • Nakamura, H., Dow, M., and Rozvany, G. I. N. (1981). "Optimal spherical cupola of uniform strength: allowance for self-weight." Ing. Arch., 51, 159-181.
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  • 18
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    • Limit state analysis of masonry domes
    • ASCE
    • Oppenheim, I. J., Gunaratnam, D. J., and Allen, R. H. (1989). "Limit state analysis of masonry domes." J. Struct. Engrg., ASCE, 115(4), 868-882.
    • (1989) J. Struct. Engrg. , vol.115 , Issue.4 , pp. 868-882
    • Oppenheim, I.J.1    Gunaratnam, D.J.2    Allen, R.H.3
  • 19
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    • Prager, W.1    Rozvany, G.I.N.2
  • 20
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    • Mémoire sur l'etabilissement des arches de pont, envisagé on point de vue de la plus grande stabilité
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    • Villarceau, Y. (1854). "Mémoire sur l'etabilissement des arches de pont, envisagé on point de vue de la plus grande stabilité." Mém. Acad. des Sciences, Paris, France.
    • (1854) Mém. Acad. des Sciences
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  • 21
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