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

  1. Aghajani Delavar, M. / Chen, H. / Sideris, P. (2024): Analysis and design of 3D printed reinforced concrete walls under in-plane quasi-static loading. In: Engineering Structures, v. 303 (März 2024).

    https://doi.org/10.1016/j.engstruct.2024.117535

  2. Venkatraj, V. / Dixit, M. K. / Yan, W. / Caffey, S. / Sideris, P. / Aryal, A. (2023): Toward the application of a machine learning framework for building life cycle energy assessment. In: Energy and Buildings, v. 297 (Oktober 2023).

    https://doi.org/10.1016/j.enbuild.2023.113444

  3. Nikoukalam, M. T. / Sideris, P. (2019): Experimental characterization and constitutive modeling of polyurethanes for structural applications, accounting for damage, hysteresis, loading rate and long term effects. In: Engineering Structures, v. 198 (November 2019).

    https://doi.org/10.1016/j.engstruct.2019.109462

  4. Valigura, J. / Liel, A. B. / Sideris, P. (2019): Risk-Based Assessment of Seismic Repair Costs for Reinforced Concrete Bridges Considering Competing Repair Strategies. In: Journal of Bridge Engineering (ASCE), v. 24, n. 11 (November 2019).

    https://doi.org/10.1061/(asce)be.1943-5592.0001466

  5. Nikoukalam, M. T. / Sideris, P. (2019): Nonlocal Hardening-Damage Beam Model and Its Application to a Force-Based Element Formulation. In: Journal of Engineering Mechanics (ASCE), v. 145, n. 10 (Oktober 2019).

    https://doi.org/10.1061/(asce)em.1943-7889.0001659

  6. Nikoukalam, M. T. / Sideris, P. (2017): Resilient Bridge Rocking Columns with Polyurethane Damage-Resistant End Segments and Replaceable Energy-Dissipating Links. In: Journal of Bridge Engineering (ASCE), v. 22, n. 10 (Oktober 2017).

    https://doi.org/10.1061/(asce)be.1943-5592.0001069

  7. Nikoukalam, M. T. / Sideris, P. (2017): Experimental Performance Assessment of Nearly Full-Scale Reinforced Concrete Columns with Partially Debonded Longitudinal Reinforcement. In: Journal of Structural Engineering (ASCE), v. 143, n. 4 (April 2017).

    https://doi.org/10.1061/(asce)st.1943-541x.0001708

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