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Publicité

S. Pezeshk

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. Pezeshk, S. / Hjelmstad, K. D. (1994): Optimal Design of Steel Frames to Enhance Overall Stability. Dans: Engineering Journal, v. 31, n. 2 (juin 1994).

    https://doi.org/10.62913/engj.v31i2.625

  2. Hajihashemi, A. / Pezeshk, S. / Burdette, E. G.: Effects of Different Support Modeling Assumptions on the Seismic Response of Ordinary Bridges. Présenté pendant: Structures Congress 2013, Pittsburgh, Pennsylvania, May 2-4, 2013.

    https://doi.org/10.1061/9780784412848.047

  3. Pezeshk, S. / Camp, C. V. (1995): An explicit time-integration method for damped structural systems. Dans: Structural Engineering and Mechanics, v. 3, n. 2 (mars 1995).

    https://doi.org/10.12989/sem.1995.3.2.145

  4. Pezeshk, S. (1992): Optimal Design of Structures with Kinematic Nonlinear Behavior. Dans: Journal of Engineering Mechanics (ASCE), v. 118, n. 4 (avril 1992).

    https://doi.org/10.1061/(asce)0733-9399(1992)118:4(702)

  5. Wei, B.-Z. / Pezeshk, S. / Chang, T.-S. / Hall, K. H. / Liu, H. P. (1996): An empirical method to estimate shear wave velocity of soils in the New Madrid seismic zone. Dans: Soil Dynamics and Earthquake Engineering, v. 15, n. 6 (août 1996).

    https://doi.org/10.1016/0267-7261(96)00014-0

  6. Pezeshk, S. / Camp, C. V. (1994): Dynamic analyses of multiple-degree-of-freedom structures using a modified heun method. Dans: Computers & Structures, v. 50, n. 6 (mars 1994).

    https://doi.org/10.1016/0045-7949(94)90308-5

  7. Pezeshk, S. / Camp, C. V. / Karprapu, S. (1996): Geophysical Log Interpretation Using Neural Network. Dans: Journal of Computing in Civil Engineering, v. 10, n. 2 (avril 1996).

    https://doi.org/10.1061/(asce)0887-3801(1996)10:2(136)

  8. Pezeshk, S. / Camp, C. V. / Chen, D. (2000): Design of Nonlinear Framed Structures Using Genetic Optimization. Dans: Journal of Structural Engineering (ASCE), v. 126, n. 3 (mars 2000).

    https://doi.org/10.1061/(asce)0733-9445(2000)126:3(382)

  9. Hjelmstad, K. D. / Pezeshk, S. (1988): Approximate Analysis of Post‐Limit Response of Frames. Dans: Journal of Structural Engineering (ASCE), v. 114, n. 2 (février 1988).

    https://doi.org/10.1061/(asce)0733-9445(1988)114:2(314)

  10. McIntosh, R. D. / Pezeshk, S. (1997): Comparison of Recent U.S. Seismic Codes. Dans: Journal of Structural Engineering (ASCE), v. 123, n. 8 (août 1997).

    https://doi.org/10.1061/(asce)0733-9445(1997)123:8(993)

  11. Pezeshk, S. / Hjelmstad, K. D. (1991): Optimal Design of Planar Frames Based on Stability Criterion. Dans: Journal of Structural Engineering (ASCE), v. 117, n. 3 (mars 1991).

    https://doi.org/10.1061/(asce)0733-9445(1991)117:3(896)

  12. Hjelmstad, K. D. / Pezeshk, S. (1991): Optimal Design of Frames to Resist Buckling under Multiple Load Cases. Dans: Journal of Structural Engineering (ASCE), v. 117, n. 3 (mars 1991).

    https://doi.org/10.1061/(asce)0733-9445(1991)117:3(914)

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