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Gholamreza Moghimi ORCID

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. Makris, Nicos / Vu, Tue / Moghimi, Gholamreza / Chatzikyriakidis, Georgios / Godat, Eric (2023): Characterization of the Inherent Resilience of Large Cities to Natural Hazards. In: Journal of Engineering Mechanics (ASCE), v. 149, n. 10 (October 2023).

    https://doi.org/10.1061/jenmdt.emeng-7102

  2. Moghimi, Gholamreza / Makris, Nicos (2023): The role of inerters when placed at floor-levels other than the first level. In: Soil Dynamics and Earthquake Engineering, v. 168 (May 2023).

    https://doi.org/10.1016/j.soildyn.2023.107832

  3. Makris, Nicos / Moghimi, Gholamreza (2022): Response of seismic isolated structures with supplemental rotational inertia. In: Earthquake Engineering and Structural Dynamics, v. 51, n. 12 (10 October 2022).

    https://doi.org/10.1002/eqe.3709

  4. Moghimi, Gholamreza / Makris, Nicos (2022): Seismic Response of Yielding Multistory Steel Buildings Equipped with Pressurized Sand Dampers. In: Journal of Structural Engineering (ASCE), v. 148, n. 7 (July 2022).

    https://doi.org/10.1061/(asce)st.1943-541x.0003364

  5. Makris, Nicos / Palios, Xenofon / Moghimi, Gholamreza / Bousias, Stathis (2021): Pressurized Sand Damper for Earthquake and Wind Engineering: Design, Testing, and Characterization. In: Journal of Engineering Mechanics (ASCE), v. 147, n. 4 (April 2021).

    https://doi.org/10.1061/(asce)em.1943-7889.0001902

  6. Moghimi, Gholamreza / Makris, Nicos (2021): Seismic response of yielding structures equipped with inerters. In: Soil Dynamics and Earthquake Engineering, v. 141 (February 2021).

    https://doi.org/10.1016/j.soildyn.2020.106474

  7. Makris, Nicos / Moghimi, Gholamreza (2019): Displacements and Forces in Structures with Inerters when Subjected to Earthquakes. In: Journal of Structural Engineering (ASCE), v. 145, n. 2 (February 2019).

    https://doi.org/10.1061/(asce)st.1943-541x.0002267

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