Capacity of masonry arches and spatial frames

Journal of Structural Engineering

Volumn 124, Issue 6, 1998, Pages 653-663

  Molins, Climent ^a   Roca, Pere ^a  

^a UNIVERSITAT POLITÈCNICA DE CATALUNYA   (Spain)

Author keywords

[No Author keywords available]

Indexed keywords

ARCHES; COMPRESSIVE STRENGTH; ELASTOPLASTICITY; FAILURE ANALYSIS; MATHEMATICAL MODELS; SHEAR STRENGTH; STRUCTURAL ANALYSIS; STRUCTURAL FRAMES;

MOHR-COULOMB FAILURE CRITERION;

MASONRY CONSTRUCTION;

EID: 0032099172     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(1998)124:6(653)     Document Type: Article

References (35)

1. Ali, S. S., and Page, A. W. (1988). "Finite element model for masonry subjected to concentrated loads." J. Struct. Engrg.. ASCE, 114(8), 1761-1784.
2. Backlund, J. (1976). "Large deflection analysis of elasto-plastic beams and frames." Int. J. Mech. Sci., 18, 269-277.
3. Baron, F. (1961). "Matrix analysis of structures curved in space." J. Struct. Div., ASCE, 87(3), 17-38.
4. Bezant, Z. P. (1979). "Plastic fracturing theory of concrete." J. Engrg. Mech. Div., ASCE, 105.
5. Begg, D. W., and Fishwick, R. J. (1994). "Limit analysis of masonry arch bridges." Bridges: Assessment, management and design, B. I. G. Barr, H. R. Evans, and J. E. Harding, eds., Elsevier, New York, N.Y., 175-180.
6. Blasi, C., and Foraboschi, P. (1994). "Analytical approach to collapse mechanisms of circular masonry arch." J. Struct. Engrg., ASCE, 120(8), 2288-2309.
7. Boothby, T. E. (1994). "Limit states analysis of masonry arches." Proc., Struct. Congr. XII, ASCE, New York, N.Y., 797-802.
8. Bridle, R. J., and Hughes, T. G. (1990). "An energy method for arch bridge analysis." Proc., Instn. Civ. Engrs., London, U.K., 89, 375-385.
9. Carol, I., and Murcia, J. (1989). "Nonlinear time-dependent analysis of planar frames using an exact formulation - II. Computer implementation." Camp, and Struct., 33(1), 89-102.
10. Carrascón, S., Marí, A. R., and Carol, I. (1987). "Análisis instantanée y diferido de puentes curvos de hormigón armado y pretensado." Publ. ES-015, Dept. d'Enginyeria de la Construcció, Universitat Politècnica de Catalunya, Barcelona, Spain.
11. Chiostrini, S., and Vignoli, A. (1989). "Application of a numerical method to the study of masonry panels with various geometry under seismic loads." Structural repair and maintenance of historical buildings. Computational Mechanics Inc., 309-317.
12. Choo, B. S., Coutie, M. G., and Gong, N. G. (1991). "Finite-element analysis of masonry arch bridges using tapered elements." Proc., Instn. Civ. Engrs., London, U.K., 91, 755-770.
13. Crisfield, M. A., and Wills, J. (1985). "Nonlinear analysis of concrete and masonry structures." Proc., Europe-U.S. Symp. on Finite Element Methods for Nonlinear Problems, 639-652.
14. Gong, N. G., Choo, B. S., and Coutie, M. G. (1993). "Crack and contact problems in masonry arch bridges." Proc., V ICCCBE, ASCE, New York, N.Y., 801-808.
15. Grélat, A. (1978). "Comportement non linéaire et stabilité des ossatures en béton armé." Annales de l'Inst. Tech, du Bâtiment et des Travaux Publics, 111(1), 19-36.
16. Hendry, A. W., Davis, S. R., and Royles, R. (1985). "Test on stone masonry arch at Bridgemill - Girvan." TRRL Contractor Rep. 7, Crowthorne, U.K.
17. Heyman, J. (1969). "The safety of masonry arches." Int. J. Mech. Sci., 11, 363-385.
18. Heyman, J. (1982). The masonry arch. Ellis Horwood, Chichester, U.K.
19. Hughes, T. G. (1995). "The testing, analysis and assessment of masonry arch bridges." Structural analysis of historical constructions, P. Roca, ed., CIMNE, Barcelona, Spain.
20. Loo, Y., and Yang, Y. (1991). "Cracking and failure analysis of masonry arch bridges." J. Struct. Engrg., ASCE, 117(6), 1641-1659.
21. Loo, Y. (1995). "Collapse load analysis of masonry arch bridges." Arch bridges, C. Melbourne, ed., Thomas Telford, London, U.K., 167-174.
22. Lourenço, P. B. (1994). "Analysis of masonry structures with interface elements: Theory and applications." Rep. No. 03-21-22-0-01, Delft Univ. of Technol., Delft, the Netherlands.
23. Ma, M. Y, Pan, A. D., Luan, M., and Gebara, J. M. (1995). "Stone arch analysis by the DDA method." Arch bridges, C. Melbourne, ed., Thomas Telford, London, U.K., 247-256.
24. Magenes, G. (1992). "Comportamento sismico di murature di mattoni: resistenza e meccanismi di rottura di maschi murari," PhD thesis, University of Pavia, Pavia, Italy.
25. Mann, W., and Müller, H. (1982). "Failure of shear-stressed masonry - An enlarged theory, tests and application to shear walls." Proc., British Ceramic Soc., 30, 223-235.
26. Marí, A. R. (1985). "A general method for the analysis of curved beams and space frames." Dept. of Constr. Engrg., Universitat Politècnica de Catalunya, Barcelona, Spain.
27. Maunder, E. A. W. (1995). "Thrust line solutions for masonry arches derived from finite element models." Arch bridges, C. Melbourne, ed., Thomas Telford, London, U.K., 215-224.
28. Melbourne, C., and Gilbert, M. (1994). "The application of limit analysis techniques to masonry arch bridges." Bridges: Assessment, management and design, B. I. G. Barr, H. R. Evans, and J. E. Harding, eds., Elsevier, New York, N.Y., 193-198.
29. Molins, C. (1996). "Un modelo para el análisis del comportamiento resistente de construcciones de obra de fábrica," PhD thesis, ETSECCPB, Universitat Polit, de Catalunya, Barcelona, Spain.
30. Page, A. W. (1978). "Finite element model for masonry." J. Struct. Div., ASCE, 104(8), 1267-1285.
31. Priestley, M. J. N., and Elder, D. M. (1983). "Stress-strain curves for unconfined and confined concrete masonry." ACI J., 80(3), 192-201.
32. Spacone, E. (1994). "Flexibility-based finite element models for the nonlinear static and dynamic analysis of concrete frame structures," PhD thesis, Univ. of Calif., Berkeley.
33. Turnsek, V., and Cacovic, F. (1970). "Some experimental results on the strength of brick masonry walls." Proc., 2nd Int. Brick Masonry Conf., 149-156.
34. Vilnay, O., and Hughes, T. G. (1988). "The analysis of masonry arches." Proc., 8th IBMaC, Elsevier, 1311-1318.
35. Young, Y. F., and Scordelis, A. C. (1958). "An analytical and experimental study of helicoidal girders." J. Struct. Div., ASCE, 84(5), 1756-1759.