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Mohammad-Reza Banan ORCID

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

  1. Arab, Ali-Reza / Banan, Mahmoud-Reza / Banan, Mohammad-Reza (2022): Post-earthquake Performance Level Investigation of ACI-Based Designed Simplified Reinforced Concrete Structures. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 46, n. 2 (Februar 2022).

    https://doi.org/10.1007/s40996-021-00769-7

  2. Zamiri, Arya / Banan, Mohammad-Reza / Banan, Mahmoud-Reza (2021): Fragility Assessment for Horizontally Curved Reinforced Concrete Box Girder Bridges Using As-built Data. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 45, n. 3 (Juni 2021).

    https://doi.org/10.1007/s40996-020-00455-0

  3. Sohrabi, Sina / Banan, Mahmoud-Reza / Banan, Mohammad-Reza / Zamiri, Arya (2020): A New Procedure for Determination of Lateral In-plane Failure Modes of Reinforced Concrete Squat Shear Walls. In: Iranian Journal of Science and Technology, Transactions of Civil Engineering, v. 44, n. 4 ( 2020).

    https://doi.org/10.1007/s40996-020-00349-1

  4. Soleimani-Abiat, Mehdi / Banan, Mohammad-Reza (2015): Seismic behavior of RC building by considering a model for shear wall-floor slab connections. In: Computers and Concrete, v. 16, n. 3 (September 2015).

    https://doi.org/10.12989/cac.2015.16.3.381

  5. Ataollahi, Saeed / Banan, Mohammad-Reza / Banan, Mahmoud-Reza (2016): Numerical cyclic behavior of T-RBS: A new steel moment connection. In: Steel and Composite Structures, v. 21, n. 6 ( 2016).

    https://doi.org/10.12989/scs.2016.21.6.1251

  6. Sharifi, Ashkan / Banan, Mahmoud-Reza / Banan, Mohammad-Reza (2012): A strain-consistent approach for determination of bounds of ductility damage index for different performance levels for seismic design of RC frame members. In: Engineering Structures, v. 37 (April 2012).

    https://doi.org/10.1016/j.engstruct.2011.12.025

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