رزومه


EN
حامد حمیدی جمنانی

حامد حمیدی جمنانی

دانشیار

دانشکده: مهندسی عمران

گروه: سازه و زلزله

رزومه
EN
حامد حمیدی جمنانی

دانشیار حامد حمیدی جمنانی

دانشکده: مهندسی عمران - گروه: سازه و زلزله

مقالات در نشریات

#عنوان مقالهنویسندگاننشریهتاریخ انتشار
 
۱Experimental investigation of a novel suspended column pendulum isolation systemHamid Rajabnejad, Hamed Hamidi, Javad Vaseghi AmiriSOIL DYNAMICS AND EARTHQUAKE ENGINEERING2026
۲Effective Residual Capacity (ERC) damage index: An improvement to a pushover-based assessment for steel and RC MRFs considering higher mode effectsKeyvan Jafari, Hamed Hamidi, Reza SoleimaniStructures2025
۳A new global damage index for steel moment resisting frames based on two steps pushover analysesKeyvan Jafari, Hamed Hamidi, Reza SoleimaniStructures2024
۴Development of inelastic displacement ratio using constant energy-based performance damage index for performance-based designPouya Amirchoupani, Gholamreza Abdollahzadeh, Hamed HamidiBulletin of Earthquake Engineering2023
۵Extending substitute frame model as a rapid supersede for moment frames and X-braced structures in seismic response estimationsHamed Hamidi, Reza SoleimaniStructures2023
۶On advantages of the "Substitute Frame" model for incremental dynamic analysis: Integration of speed and accuracyReza Soleimani, Hamed Hamidi, Horr KhosraviStructures2022
۷Characterization of site location versus the causative fault in seismic demands of structuresShakiba Monfaredi, Hamed Hamidi, Horr KhosraviStructures2022
۸Nonlinear Vibration Control of Adjacent Steel MRF Structures Using Non-velocity Dependent Dampers Subjected to Various Seismic ExcitationsMohammad amin Abbaszadeh amirdehi, Hamed Hamidi, Hamid Rajabnejad, Seyed Abolfazl Naseri, Javad Vaseghi AmiriInternational Journal of Steel Structures2022
۹Inelastic Seismic Demand of Steel-Plate Shear Wall Structures: Emphasis on the PTD EffectSeid masoud Tahaie shiadeh, Hamed Hamidi, Javad Vaseghi AmiriInternational Journal of Civil Engineering2022
۱۰On seismic response reduction of adjacent frames: Emphasis on the different characteristics of earthquakesMohammad amin Abbaszadeh amirdehi, Hamed Hamidi, Javad Vaseghi AmiriInternational Journal of Civil Engineering2022
۱۱Improvement of energy damage index bounds for circular reinforced concrete bridge piers under dynamic analysisPouya Amirchoupani, Gholamreza Abdollahzadeh, Hamed HamidiStructural Concrete2021
۱۲Improved Substitute-Frame (ISF) model for seismic response of steel-MRF with vertical irregularitiesReza Soleimani, Hamed HamidiJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH2021
۱۳General Substitute Frame Model (GSF) for efficient estimation of seismic demands of steel and RC moment framesReza Soleimani, Hamed HamidiENGINEERING STRUCTURES2021
۱۴Effect of intensity measures on the response of a 3D-structure under different ground motion durationHamid Rajabnejad, Hamed Hamidi, Seyed Abolfazl Naseri, Mohammad amin Abbaszadeh amirdehiInternational Journal of Engineering, Transactions A: Basics2021
۱۵Development of Performance Based Plastic Design of EBF Steel Structures Subjected to Forward Directivity EffectAbbas Rouhi, Hamed HamidiInternational Journal of Steel Structures2021
۱۶Spectral acceleration matching procedure with respect to normalization approachPouya Amirchoupani, Gholamreza Abdollahzadeh, Hamed HamidiBulletin of Earthquake Engineering2020
۱۷Seismic response of RC buildings subjected to fling-step in the near-fault regionHamed Hamidi, Amin Karbassi, Pierino LestuzziStructural Concrete2020
۱۸Use of Viscoplastic Damper for Improving the Resistance of Steel Frames to Blast LoadingGholamreza Abdollahzadeh, , Hamed Hamidi, Atefeh Ebrahimi BardarMakara Journal of Technology2020
۱۹Substitute Frame and adapted Fish-Bone model: Two simplified frames representative of RC moment resisting framesReza Soleimani, Horr Khosravi, Hamed HamidiENGINEERING STRUCTURES2019
۲۰Energy distribution in RC shear wall-frame structures subject to repeated earthquakesHamed Hamidi, Javad Vaseghi Amiri, Hamid RajabnejadSOIL DYNAMICS AND EARTHQUAKE ENGINEERING2018
نمایش ۱ تا ۲۰ مورد از کل ۳۴ مورد.