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Ahmad Rahmzadeh

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Hossain, Faroque / Rahmzadeh, Ahmad / Tremblay, Robert / Shahria Alam, M. (2024): Multi-spring model for tubular rocking steel bridge piers subjected to earthquake loading. In: Engineering Structures, v. 315 (September 2024).

    https://doi.org/10.1016/j.engstruct.2024.118449

  2. Rahmzadeh, Ahmad / Shahria Alam, M. (2024): Feasibility of using superelastic shape memory alloy in plastic hinge regions of steel bridge columns for seismic applications. In: Earthquake Engineering and Structural Dynamics, v. 53, n. 10 (11 Juli 2024).

    https://doi.org/10.1002/eqe.4150

  3. Golestani, Maryam / Rahmzadeh, Ahmad / Shahria Alam, M. / Calvi, Gian Michele (2023): Quantifying the Errors of Dynamic Displacement Testing: An Alternative Method for Seismic Simulation Testing of Columns. In: Journal of Bridge Engineering (ASCE), v. 28, n. 11 (November 2023).

    https://doi.org/10.1061/jbenf2.beeng-6136

  4. Rahmzadeh, Ahmad / Shahria Alam, M. / Tremblay, Robert (2023): 3D response simulation of a bridge with a posttensioned base rocking steel pier under sequential loading of traffic loads, braking force, and earthquake excitations. In: Earthquake Engineering and Structural Dynamics, v. 52, n. 9 (9 Juni 2023).

    https://doi.org/10.1002/eqe.3898

  5. Rahmzadeh, Ahmad / Shahria Alam, M. / Tremblay, Robert (2023): Cyclic Response of Buckling-Restrained Stainless Steel Energy Dissipating Bars. I: Experimental Investigations. In: Journal of Engineering Mechanics (ASCE), v. 149, n. 4 (April 2023).

    https://doi.org/10.1061/jenmdt.emeng-6957

  6. Rahmzadeh, Ahmad / Tremblay, Robert / Shahria Alam, M. (2023): Cyclic Response of Buckling-Restrained Stainless Steel Energy Dissipating Bars. II: Finite Element Investigations. In: Journal of Engineering Mechanics (ASCE), v. 149, n. 4 (April 2023).

    https://doi.org/10.1061/jenmdt.emeng-6958

  7. Wakjira, Tadesse G. / Rahmzadeh, Ahmad / Shahria Alam, M. / Tremblay, Robert (2022): Explainable machine learning based efficient prediction tool for lateral cyclic response of post-tensioned base rocking steel bridge piers. In: Structures, v. 44 (Oktober 2022).

    https://doi.org/10.1016/j.istruc.2022.08.023

  8. Rahmzadeh, Ahmad / Tremblay, Robert / Shahria Alam, M. (2022): Finite-Element Simulation of the Lateral Response of Posttensioned Base Rocking Steel Bridge Piers. In: Journal of Structural Engineering (ASCE), v. 148, n. 9 (September 2022).

    https://doi.org/10.1061/(asce)st.1943-541x.0003452

  9. Rahmzadeh, Ahmad / Shahria Alam, M. / Tremblay, Robert (2021): Experimental Investigations on the Lateral Cyclic Response of Post-Tensioned Rocking Steel Bridge Piers. In: Journal of Structural Engineering (ASCE), v. 147, n. 12 (Dezember 2021).

    https://doi.org/10.1061/(asce)st.1943-541x.0003197

  10. Rahmzadeh, Ahmad / Iqbal, Asif (2021): Numerical modelling and analysis of post-tensioned timber beam-column joint. In: Engineering Structures, v. 245 (Oktober 2021).

    https://doi.org/10.1016/j.engstruct.2021.112762

  11. Rahmzadeh, Ahmad / Ghassemieh, Mehdi / Park, Yeonho / Abolmaali, Ali (2016): Effect of stiffeners on steel plate shear wall systems. In: Steel and Composite Structures, v. 20, n. 3 ( 2016).

    https://doi.org/10.12989/scs.2016.20.3.545

  12. Chowdhury, Md. Arman / Rahmzadeh, Ahmad / Shahria Alam, M. (2019): Improving the seismic performance of post-tensioned self-centering connections using SMA angles or end plates with SMA bolts. In: Smart Materials and Structures, v. 28, n. 7 (Juli 2019).

    https://doi.org/10.1088/1361-665x/ab1ce6

  13. Rahmzadeh, Ahmad / Shahria Alam, M. / Tremblay, Robert (2018): Analytical Prediction and Finite-Element Simulation of the Lateral Response of Rocking Steel Bridge Piers with Energy-Dissipating Steel Bars. In: Journal of Structural Engineering (ASCE), v. 144, n. 11 (November 2018).

    https://doi.org/10.1061/(asce)st.1943-541x.0002216

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