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M. J. N. Priestley

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Park, R. / Watanabe, F. / Alcocer, S. M. / Boen, T. / Bonelli, P. / Bull, D. / Calvi, G. M. / Cheok, G. / Clark, W. / Cleland, N. / Davidson, B. / Englekirk, R. / Fischinger, M. / Fleischman, R. / French, C. / Hawkins, N. / lngham, J. / MacRae, G. / Maffei, J. / McSaveney, L. / Menegotto, M. / Mitchell, D. / Muguruma, H. / Nakaki, S. / Okamoto, S. / O'Leary, A. / Pampanin, S. / Pinto, P. / Priestley, M. J. N. / Restrepo, J. / Rodríguez, M. / Schultz, A. / Shiohara, H. / Sritharan, S. / Stanton, J. / Sugano, S. / Tanaka, H. (2003): Seismic design of precast concrete building structures. fédération internationale du béton (fib), Lausanne (Suisse).

    https://doi.org/10.35789/fib.BULL.0027

  2. Priestley, M. J. N. / Park, R. / Potangaroa, R. T. (1981): Ductility of Spirally-Confined Concrete Columns. Dans: Journal of the Structural Division (ASCE), v. 107, n. 1 (janvier 1981).

    https://doi.org/10.1061/jsdeag.0005621

  3. Budek, A. M. / Priestley, M. J. N. (2005): Experimental Analysis of Flexural Hinging in Hollow Marine Prestressed Pile Shafts. Dans: Coastal Engineering Journal, v. 47, n. 1 (mars 2005).

    https://doi.org/10.1142/s0578563405001161

  4. Priestley, M. J. N. (1972): Model study of a prestressed concrete box-girder bridge under thermal loading. Présenté pendant: Ninth Congress of IABSE = Neuvième Congrès de l'AIPC = Neunter Kongress der IVBH, Amsterdam, Netherlands, 8-13 May 1972.

    https://doi.org/10.5169/seals-9620

  5. Priestley, M. J. N. (1984): Behaviour of concrete bridge piers under seismic attack. Présenté pendant: 12th IABSE Congress, Vancouver, BC, Canada, 3-7 September, 1984.

    https://doi.org/10.5169/seals-12115

  6. Priestley, M. J. N. / Park, R. (1987): Strength and Ductility of Concrete Bridge Columns Under Seismic Loading. Dans: ACI Structural Journal, v. 84, n. 1 (janvier 1987).

    https://doi.org/10.14359/2800

  7. Priestley, M. J. N. (2002): Strategies For Repair And Seismic Upgrading Of Bolu Viaduct 1, Turkey. Dans: Journal of Earthquake Engineering, v. 6, n. 1 ( 2002).

    https://doi.org/10.1142/s1363246902000681

  8. Priestley, M. J. N. / Calvi, G. M. (2002): Strategies For Repair And Seismic Upgrading Of Bolu Viaduct 1, Turkey. Dans: Journal of Earthquake Engineering, v. 6, n. 1 ( 2002).

    https://doi.org/10.1080/13632460209350437

  9. Beyer, K. / Dazio, A. / Priestley, M. J. N. (2008): Inelastic Wide-Column Models for U-Shaped Reinforced Concrete Walls. Dans: Journal of Earthquake Engineering, v. 12, n. 1 ( 2008).

    https://doi.org/10.1080/13632460801922571

  10. Sullivan, T. J. / Priestley, M. J. N. / Calvi, G. M. (2006): Direct Displacement-based Design Of Frame-wall Structures. Dans: Journal of Earthquake Engineering, v. 10, n. 1 ( 2006).

    https://doi.org/10.1080/13632460609350630

  11. Pettinga, J. D. / Priestley, M. J. N. (2005): Dynamic Behaviour Of Reinforced Concrete Frames Designed With Direct Displacement-based Design. Dans: Journal of Earthquake Engineering, v. 9, n. 1 ( 2005).

    https://doi.org/10.1142/s1363246905002419

  12. Blandon, Carlos Andres / Priestley, M. J. N. (2005): Equivalent Viscous Damping Equations For Direct Displacement Based Design. Dans: Journal of Earthquake Engineering, v. 9, n. 1 ( 2005).

    https://doi.org/10.1142/s1363246905002390

  13. Sullivan, T. J. / Priestley, M. J. N. / Calvi, G. M. (2005): Development Of An Innovative Seismic Design Procedure For Frame-wall Structures. Dans: Journal of Earthquake Engineering, v. 9, n. 1 ( 2005).

    https://doi.org/10.1142/s1363246905002407

  14. Sullivan, T. J. / Calvi, G. M. / Priestley, M. J. N. / Kowalsky, M. J. (2003): The Limitations And Performances Of Different Displacement Based Design Methods. Dans: Journal of Earthquake Engineering, v. 7, n. 1 ( 2003).

    https://doi.org/10.1080/13632460309350478

  15. Benzoni, G. / Priestley, M. J. N. (2003): Seismic Response of Linked Marginal Wharf Segments. Dans: Journal of Earthquake Engineering, v. 7, n. 4 ( 2003).

    https://doi.org/10.1080/13632460309350462

  16. Priestley, M. J. N. (1997): Displacement-Based Seismic Assessment of Reinforced Concrete Buildings. Dans: Journal of Earthquake Engineering, v. 1, n. 1 ( 1997).

    https://doi.org/10.1080/13632469708962365

  17. Sullivan, T. J. / Priestley, M. J. N. / Calvi, G. M. (2008): Estimating the Higher-Mode Response of Ductile Structures. Dans: Journal of Earthquake Engineering, v. 12, n. 3 ( 2008).

    https://doi.org/10.1080/13632460701512399

  18. Beyer, K. / Dazio, A. / Priestley, M. J. N. (2008): Quasi-Static Cyclic Tests of Two U-Shaped Reinforced Concrete Walls. Dans: Journal of Earthquake Engineering, v. 12, n. 7 ( 2008).

    https://doi.org/10.1080/13632460802003272

  19. Priestley, M. J. N. / Seible, F. (1995): Design of seismic retrofit measures for concrete and masonry structures. Dans: Construction and Building Materials, v. 9, n. 6 (décembre 1995).

    https://doi.org/10.1016/0950-0618(95)00049-6

  20. Priestley, M. J. N. (1985): Long term observations of concrete structures analysis of temperature gradient effects. Dans: Matériaux et Constructions, v. 18, n. 4 (juillet 1985).

    https://doi.org/10.1007/bf02472921

  21. Budek, A. M. / Priestley, M. J. N. / Benzoni, G. (2000): Inelastic Seismic Response of Bridge Drilled-Shaft RC Pile/Columns. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 4 (avril 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:4(510)

  22. Mander, J. B. / Priestley, M. J. N. / Park, R. (1988): Observed Stress‐Strain Behavior of Confined Concrete. Dans: Journal of Structural Engineering (ASCE), v. 114, n. 8 (septembre 1988).

    https://doi.org/10.1061/(asce)0733-9445(1988)114:8(1827)

  23. Priestley, M. J. N. / Park, R. / Lu, F. P. S. (1971): Moment-curvature relationships for prestressed concrete in constant-moment zones. Dans: Magazine of Concrete Research, v. 23, n. 75-76 (septembre 1971).

    https://doi.org/10.1680/macr.1971.23.76.69

  24. Priestley, M. J. N. / Park, R. (1972): Moment redistribution in continuous prestressed concrete beams. Dans: Magazine of Concrete Research, v. 24, n. 80 (septembre 1972).

    https://doi.org/10.1680/macr.1973.24.80.157

  25. Priestley, M. J. N. (1985): Analysis and Design of Circular Prestressed Concrete Storage Tanks. Dans: PCI Journal, v. 30, n. 4 (juillet 1985).

    https://doi.org/10.15554/pcij.07011985.64.85

  26. Cooke, N. / Priestley, M. J. N. / Thurston, S. J. (1984): Analysis and Design of Partially Prestressed Concrete Bridges Under Thermal Loading. Dans: PCI Journal, v. 29, n. 3 (mai 1984).

    https://doi.org/10.15554/pcij.05011984.94.115

  27. Chai, Y. H. / Priestley, M. J. N. / Seible, F. (1994): Analytical Model for Steel‐Jacketed RC Circular Bridge Columns. Dans: Journal of Structural Engineering (ASCE), v. 120, n. 8 (août 1994).

    https://doi.org/10.1061/(asce)0733-9445(1994)120:8(2358)

  28. Seible, F. / Priestley, M. J. N. / Kingsley, G. R. / Kürkchübasche, A. G. (1994): Seismic Response of Full‐Scale Five‐Story Reinforced‐Masonry Building. Dans: Journal of Structural Engineering (ASCE), v. 120, n. 3 (mars 1994).

    https://doi.org/10.1061/(asce)0733-9445(1994)120:3(925)

  29. Benzoni, G. / Limongelli, M. P. / Priestley, M. J. N. (2003): Assessment of Shear Forces on Bridge Abutments: Simplified Method. Dans: Journal of Bridge Engineering (ASCE), v. 8, n. 1 (janvier 2003).

    https://doi.org/10.1061/(asce)1084-0702(2003)8:1(29)

  30. Priestley, M. J. N. / Seible, F. / Calvi, G. M. (1996): Seismic Design and Retrofit of Bridges. John Wiley & Sons, New York (États-Unis), ISBN 9780471579984.

    https://doi.org/10.1002/9780470172858

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