Recent selected publications:
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NEW:=>> Amirchoupani, P., Abdollahzadeh, G., & Hamidi, H. (2023, in press).
Development of inelastic displacement ratio using constant energy-based damage index for performance-based design. Bulletin of Earthquake Engineering. (in press). https://doi.org/10.1007/s |
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NEW:=>> Monfaredi, Sh., Hamidi, H., & Khosravi, H. (2022).
Characterization of site location versus the causative fault in seismic demands of structures. Structures. 40, 693-710. https://doi.org/10.1016/j.istruc.2022.04.062 |
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NEW:=>> Tahaii, S. M., Hamidi, H., & Vaseghi Amiri, J. (2022).
Inelastic Seismic Demand of Steel-Plate Shear Wall Structures: Emphasis on the PTD Effect. International Journal of Civil Engineering. 1-19, in press. https://doi.org/10.1007/s40999-022-00716-1 |
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NEW:=>> Abbaszadeh, M. A., Hamidi, H., Rajabnejad, H., Naseri, S. A., & Amiri, J. V. (2022).
Nonlinear Vibration Control of Adjacent Steel MRF Structures Using Non-velocity Dependent Dampers Subjected to Various Seismic Excitations. International Journal of Steel Structures. 1-18, in press. https://doi.org/10.1007/s13296-022-00602-5 |
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NEW:=>> Soleimnai, R., Hamidi, H., & Khosravi. H. (2022).
On advantages of the “Substitute Frame” model for incremental dynamic analysis: integration of speed and accuracy. Structures. 39, 266-277. https://doi.org/10.1016/j.istruc.2022.03.035. =>> Relevant Files & Data.... |
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NEW:=>> Abbaszadeh, MA., Hamidi, H., & Vaseghi Amiri , J. (2022).
On Seismic Response Reduction of Adjacent Frame: Emphasis on the Different Characteristics of Earthquakes. Int J Civil Engineering. 20, 91–106. https://doi.org/10.1007/s40999-021-00655-3 |
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NEW:=>> Amirchoupani, P., Abdollahzadeh, G., & Hamidi, H. (2021).
Improvement of energy damage index bounds for circular RC bridge piers under dynamic analysis. Structural Concrete. 22(6), 3315-3335.
https://doi.org/10.1002/suco.202000762 |
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NEW:=>> Soleimnai, R., Hamidi, H. (2021). General Substitute Frame Model (GSF) for Efficient Estimation of Seismic Demands of Steel and RC Moment Frames. Engineering Structures. 246, 113031.
https://doi.org/10.1016/j.engstruct.2021.113031. =>> Relevant Files & Data.... |
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NEW:=>> Soleimnai, R., Hamidi, H. (2021). Improved Substitute-Frame (ISF) model for seismic response of steel-MRF with vertical irregularities. Journal of Constructional Steel Research. 186, 106918.
https://doi.org/10.1016/j.jcsr.2021.106918/. =>> Relevant Files & Data.... |
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NEW:=>> Rouhi, A., Hamidi, H. (2021). Development of Performance Based Plastic Design of EBF Steel Structures Subjected to Forward Directivity Effect. Int J Steel Structures, 21, 1092–1107. https://doi.org/10.1007/s13296-021-00491-0 |
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Hamidi, H., Karbassi, A., & Lestuzzi, P. (2020). Seismic response of RC buildings subjected to fling‐step in the near‐fault region. Structural Concrete, 21(5), 1919-1937. |
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Amirchoupani, P., Abdollahzadeh, G., & Hamidi, H. (2020). Spectral acceleration matching procedure with respect to normalization approach. Bulletin of Earthquake Engineering, 18(11), 5165-5191. |
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Soleimani, R., Khosravi, H., & Hamidi, H. (2019). Substitute Frame and adapted Fish-Bone model: Two simplified frames representative of RC moment resisting frames. Engineering Structures, 185, 68-89. Relevant Files & Data...TO BE.... |
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Hamidi, H., Khosravi, H., & Soleimani, R. (2018). Fling-step ground motions simulation using theoretical-based Green's function technique for structural analysis. Soil Dynamics and Earthquake Engineering, 115, 232-245. |
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Hamidi Jamnani, H., Vaseghi Amiri, J., & Rajabnejad, H. (2018). Energy distribution in RC shear wall-frame structures subject to repeated earthquakes. Soil Dynamics and Earthquake Engineering, 107, 116-128. |
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