CV


FA
Hamed Hamidi

Hamed Hamidi

Associate Professor

CV
FA
Hamed Hamidi

Associate Professor Hamed Hamidi

Papers in Journals

#Paper TitleAuthorsJournalPublished At
 
61Effect 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
62General Substitute Frame Model (GSF) for efficient estimation of seismic demands of steel and RC moment framesReza Soleimani, Hamed HamidiENGINEERING STRUCTURES2021
63Improved Substitute-Frame (ISF) model for seismic response of steel-MRF with vertical irregularitiesReza Soleimani, Hamed HamidiJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH2021
64Improvement of energy damage index bounds for circular reinforced concrete bridge piers under dynamic analysisPouya Amirchoupani, Gholamreza Abdollahzadeh, Hamed HamidiStructural Concrete2021
65Development of Performance Based Plastic Design of EBF Steel Structures Subjected to Forward Directivity EffectAbbas Rouhi, Hamed HamidiInternational Journal of Steel Structures2021
66Effect 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
67General Substitute Frame Model (GSF) for efficient estimation of seismic demands of steel and RC moment framesReza Soleimani, Hamed HamidiENGINEERING STRUCTURES2021
68Improved Substitute-Frame (ISF) model for seismic response of steel-MRF with vertical irregularitiesReza Soleimani, Hamed HamidiJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH2021
69Improvement of energy damage index bounds for circular reinforced concrete bridge piers under dynamic analysisPouya Amirchoupani, Gholamreza Abdollahzadeh, Hamed HamidiStructural Concrete2021
70Development of Performance Based Plastic Design of EBF Steel Structures Subjected to Forward Directivity EffectAbbas Rouhi, Hamed HamidiInternational Journal of Steel Structures2021
71Effect 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
72General Substitute Frame Model (GSF) for efficient estimation of seismic demands of steel and RC moment framesReza Soleimani, Hamed HamidiENGINEERING STRUCTURES2021
73Improved Substitute-Frame (ISF) model for seismic response of steel-MRF with vertical irregularitiesReza Soleimani, Hamed HamidiJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH2021
74Improvement of energy damage index bounds for circular reinforced concrete bridge piers under dynamic analysisPouya Amirchoupani, Gholamreza Abdollahzadeh, Hamed HamidiStructural Concrete2021
75Development of Performance Based Plastic Design of EBF Steel Structures Subjected to Forward Directivity EffectAbbas Rouhi, Hamed HamidiInternational Journal of Steel Structures2021
76Effect 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
77General Substitute Frame Model (GSF) for efficient estimation of seismic demands of steel and RC moment framesReza Soleimani, Hamed HamidiENGINEERING STRUCTURES2021
78Improved Substitute-Frame (ISF) model for seismic response of steel-MRF with vertical irregularitiesReza Soleimani, Hamed HamidiJOURNAL OF CONSTRUCTIONAL STEEL RESEARCH2021
79Improvement of energy damage index bounds for circular reinforced concrete bridge piers under dynamic analysisPouya Amirchoupani, Gholamreza Abdollahzadeh, Hamed HamidiStructural Concrete2021
80Development of Performance Based Plastic Design of EBF Steel Structures Subjected to Forward Directivity EffectAbbas Rouhi, Hamed HamidiInternational Journal of Steel Structures2021
Showing 61-80 of 156 items.