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The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  1. Kirsch, Uri / Rubinstein, Moshe F. (1972): Reanalysis for Limited Structural Design Modifications. In: Journal of the Engineering Mechanics Division (ASCE), v. 98, n. 1 (February 1972).

    https://doi.org/10.1061/jmcea3.0001581

  2. Kirsch, Uri / Reiss, Max / Shamir, Uri (1972): Optimum Design by Partitioning Into Substructures. In: Journal of the Structural Division (ASCE), v. 98, n. 1 (January 1972).

    https://doi.org/10.1061/jsdeag.0003113

  3. Kirsch, Uri (1973): Optimum Design of Prestressed Plates. In: Journal of the Structural Division (ASCE), v. 99, n. 6 (June 1973).

    https://doi.org/10.1061/jsdeag.0003531

  4. Kirsch, Uri (1975): Multilevel Approach to Optimum Structural Design. In: Journal of the Structural Division (ASCE), v. 101, n. 4 (April 1975).

    https://doi.org/10.1061/jsdeag.0004043

  5. Kirsch, Uri / Moses, Fred (1979): Decomposition in Optimum Structural Design. In: Journal of the Structural Division (ASCE), v. 105, n. 1 (January 1979).

    https://doi.org/10.1061/jsdeag.0005091

  6. Kirsch, Uri (1982): Optimal Design Based on Approximate Scaling. In: Journal of the Structural Division (ASCE), v. 108, n. 4 (April 1982).

    https://doi.org/10.1061/jsdeag.0005931

  7. Kirsch, Uri (1980): Optimal design of trusses by approximate compatibility. In: Computers & Structures, v. 12, n. 1 (July 1980).

    https://doi.org/10.1016/0045-7949(80)90097-8

  8. Kirsch, Uri (1982): Synthesis of structural geometry using approximation concepts. In: Computers & Structures, v. 15, n. 3 (January 1982).

    https://doi.org/10.1016/0045-7949(82)90021-9

  9. Kirsch, Uri (1976): Synthesis of elastic structures with controlled forces. In: Computers & Structures, v. 6, n. 2 (April 1976).

    https://doi.org/10.1016/0045-7949(76)90060-2

  10. Kirsch, Uri (1985): A bounding procedure for synthesis of prestressed systems. In: Computers & Structures, v. 20, n. 5 (January 1985).

    https://doi.org/10.1016/0045-7949(85)90008-2

  11. Kirsch, Uri (1972): Optimum design of prestressed beams. In: Computers & Structures, v. 2, n. 4 (September 1972).

    https://doi.org/10.1016/0045-7949(72)90009-0

  12. Kirsch, Uri / Rubinstein, Moshe F. (1972): Structural reanalysis by iteration. In: Computers & Structures, v. 2, n. 4 (September 1972).

    https://doi.org/10.1016/0045-7949(72)90004-1

  13. Kirsch, Uri (2000): Implementation of combined approximations in structural optimization. In: Computers & Structures, v. 78, n. 1-3 (November 2000).

    https://doi.org/10.1016/s0045-7949(00)00093-6

  14. Kirsch, Uri / Bogomolni, Michael (2007): Nonlinear and dynamic structural analysis using combined approximations. In: Computers & Structures, v. 85, n. 10 (May 2007).

    https://doi.org/10.1016/j.compstruc.2006.08.073

  15. Sacks, Rafael / Warszawski, Abraham / Kirsch, Uri (2000): Structural design in an automated building system. In: Automation in Construction, v. 10, n. 1 (November 2000).

    https://doi.org/10.1016/s0926-5805(00)00074-1

  16. Ginsburg, Shlomo / Kirsch, Uri (1983): Design of Protective Structures Against Blast. In: Journal of Structural Engineering (ASCE), v. 109, n. 6 (June 1983).

    https://doi.org/10.1061/(asce)0733-9445(1983)109:6(1490)

  17. Kirsch, Uri (1989): Effect of Compatibility and Prestressing on Optimized Trusses. In: Journal of Structural Engineering (ASCE), v. 115, n. 3 (March 1989).

    https://doi.org/10.1061/(asce)0733-9445(1989)115:3(724)

  18. Kirsch, Uri (1997): Effective Move Limits for Approximate Structural Optimization. In: Journal of Structural Engineering (ASCE), v. 123, n. 2 (February 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:2(210)

  19. Kirsch, Uri / Bogomolni, Michael / Sheinman, Izhak (2007): Efficient Dynamic Reanalysis of Structures. In: Journal of Structural Engineering (ASCE), v. 133, n. 3 (March 2007).

    https://doi.org/10.1061/(asce)0733-9445(2007)133:3(440)

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