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Publicité

M. Z. Cohn

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. Cohn, M. Z. / Ghosh, S. K. / Parimi, S. R. (1972): Unified Approach to Theory of Plastic Structures. Dans: Journal of the Engineering Mechanics Division (ASCE), v. 98, n. 5 (octobre 1972).

    https://doi.org/10.1061/jmcea3.0001659

  2. Franchi, A. / Cohn, M. Z. (1978): Uniqueness of Solution in Limit Analysis of Structures. Dans: Journal of the Engineering Mechanics Division (ASCE), v. 104, n. 5 (octobre 1978).

    https://doi.org/10.1061/jmcea3.0002414

  3. Cohn, M. Z. / Franchi, A. (1979): Structural Plasticity Computer System: STRUPL. Dans: Journal of the Structural Division (ASCE), v. 105, n. 4 (avril 1979).

    https://doi.org/10.1061/jsdeag.0005134

  4. Cohn, M. Z. / Burnett, E. F. P. / Grierson, D. E. (1969): Safety, serviceability an efficiency of limit design for reinforced concrete beams and frames. Dans: IABSE Publications, v. 29, n. 1 ( 1969).

    https://doi.org/10.5169/seals-22907

  5. Cohn, M. Z. / Talwar, S. (1972): Shear-wall bracing criteria for tall buildings. 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-9565

  6. Cohn, M. Z. / McDermott, J. F. / Abrams, J. I. (1972): Some results in the optimization of tall building systems. 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-9633

  7. Cohn, M. Z. (1994): Theory and practice of structural optimization. Dans: Structural Optimization, v. 7, n. 1-2 (février 1994).

    https://doi.org/10.1007/bf01742500

  8. Cohn, M. Z. (1965): Optimum Limit Design for Reinforced Concrete Continuous Beams. Dans: Proceedings of the Institution of Civil Engineers, v. 30, n. 4 (avril 1965).

    https://doi.org/10.1680/iicep.1965.9531

  9. Franchi, A. / Cohn, M. Z. (1980): Strain-softening and large-displacement analysis in structural plasticity. Dans: Computers & Structures, v. 11, n. 5 (mai 1980).

    https://doi.org/10.1016/0045-7949(80)90108-x

  10. MacRae, A. J. / Cohn, M. Z. (1987): Optimization of Prestressed Concrete Flat Plates. Dans: Journal of Structural Engineering (ASCE), v. 113, n. 5 (mai 1987).

    https://doi.org/10.1061/(asce)0733-9445(1987)113:5(943)

  11. Riva, P. / Cohn, M. Z. (1994): Rotation capacity of structural concrete members. Dans: Magazine of Concrete Research, v. 46, n. 168 (septembre 1994).

    https://doi.org/10.1680/macr.1994.46.168.223

  12. Lounis, Z. / Cohn, M. Z. (1993): Optimization of Precast Prestressed Concrete Bridge Girder Systems. Dans: PCI Journal, v. 38, n. 4 (juillet 1993).

    https://doi.org/10.15554/pcij.07011993.60.78

  13. Cohn, M. Z. / MacRae, A. J. (1984): Prestressing Optimization and Its Implications for Design. Dans: PCI Journal, v. 29, n. 4 (juillet 1984).

    https://doi.org/10.15554/pcij.07011984.68.83

  14. Lounis, Z. / Mirza, M. S. / Cohn, M. Z. (1997): Segmental and Conventional Precast Prestressed Concrete I-Bridge Girders. Dans: Journal of Bridge Engineering (ASCE), v. 2, n. 3 (août 1997).

    https://doi.org/10.1061/(asce)1084-0702(1997)2:3(73)

  15. Cohn, M. Z. / Riva, Paolo (1992): Yield Safety, Cracking Control, and Moment Redistribution. Dans: Journal of Structural Engineering (ASCE), v. 118, n. 2 (février 1992).

    https://doi.org/10.1061/(asce)0733-9445(1992)118:2(447)

  16. Cohn, M. Z. / Lounis, Z. (1993): Optimum Limit Design of Continuous Prestressed Concrete Beams. Dans: Journal of Structural Engineering (ASCE), v. 119, n. 12 (décembre 1993).

    https://doi.org/10.1061/(asce)0733-9445(1993)119:12(3551)

  17. Cohn, M. Z. / Lounis, Z. (1994): Optimal Design of Structural Concrete Bridge Systems. Dans: Journal of Structural Engineering (ASCE), v. 120, n. 9 (septembre 1994).

    https://doi.org/10.1061/(asce)0733-9445(1994)120:9(2653)

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