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مهدی دهستانی

مهدی دهستانی

استاد

دانشکده: مهندسی عمران

گروه: سازه و زلزله

رزومه
EN
مهدی دهستانی

استاد مهدی دهستانی

دانشکده: مهندسی عمران - گروه: سازه و زلزله

مقالات در نشریات

#عنوان مقالهنویسندگاننشریهتاریخ انتشار
 
۱۲۱Modification of microstructure and mechanical properties of cement by nanoparticles through a sustainable development approachAref Sadeghi-Nik, Javad Berenjian, Ali Bahari, Abdul Sattar Safaei, Mehdi DehestaniCONSTRUCTION AND BUILDING MATERIALS2017
۱۲۲Three dimensional solution of thick rectangular simply supported plates under a moving loadParvaneh Nateghi babagi, Bahram Navayi Neya, Mehdi DehestaniMECCANICA2017
۱۲۳Bond strength and development length of steel bar in unconfined self-consolidating concreteSina Mousavi, Mehdi Dehestani, K.K. MousaviENGINEERING STRUCTURES2017
۱۲۴Effects of reinforcement on mechanical behaviour of cement treated sand using direct shear and triaxial testsNima Ranjbar Malidarreh, Issa Shooshpasha, S. M. Mirhosseini, Mehdi DehestaniInternational Journal of Geotechnical Engineering2017
۱۲۵Improved compressive fracture models for self-consolidating concrete (SCC)Sina Asadollahi shahbaboli, A. Saeedian, Mehdi Dehestani, Farshad ZahediCONSTRUCTION AND BUILDING MATERIALS2016
۱۲۶On the seismic stability and critical slip surface of reinforced slopesM. Khosravizadeh, Mehdi Dehestani, F. KalantarySOIL DYNAMICS AND EARTHQUAKE ENGINEERING2016
۱۲۷Bond strength and development length of glass fiber-reinforced polymer bar in unconfined self-consolidating concreteSina Mousavi, Mehdi Dehestani, S. MousaviJOURNAL OF REINFORCED PLASTICS AND COMPOSITES2016
۱۲۸Effects of recycled paperboard mill wastes on the properties of non-load-bearing concreteS. F. Seyyedalipour, Daryoush Yousefi Kebria, Mehdi DehestaniInternational Journal of Environmental Science and Technology2015
۱۲۹Analysis of composite girders with hybrid GFRP hat-shape sections and concrete slabElham Alizadeh, Mehdi DehestaniSTRUCTURAL ENGINEERING AND MECHANICS2015
۱۳۰Modified steel bar model incorporating bond-slip effects for embedded element methodMehdi Dehestani, Sina MousaviCONSTRUCTION AND BUILDING MATERIALS2015
۱۳۱Implementation of bond-slip effects on behaviour of slabs in structuresSina Mousavi, Mehdi DehestaniComputers and Concrete2015
۱۳۲Mechanical Properties of Sandy Soil Stabilized with Modified Sulfur, Mehdi Dehestani, Issa Shooshpasha, Sina Asadollahi shahbaboliJOURNAL OF MATERIALS IN CIVIL ENGINEERING2015
۱۳۳Effects of specimen shape and size on the compressive strength of self-consolidating concrete (SCC)Mehdi Dehestani, I.M. Nikbin, Sina Asadollahi shahbaboliCONSTRUCTION AND BUILDING MATERIALS2014
۱۳۴Mechanical behavior of steel-concrete composite decks with perfobond shear connectors, Mehdi Dehestani, Morteza Hosseinali Beygi, Bahram Navayi Neya, Ebrahim RahmaniSTEEL AND COMPOSITE STRUCTURES2014
۱۳۵Effects of cube size and placement direction on compressive strength of self-consolidating concreteI.M. Nikbin, Mehdi Dehestani, Morteza Hosseinali Beygi, M. RezvaniCONSTRUCTION AND BUILDING MATERIALS2014
۱۳۶On the mechanical properties of concrete containing waste PET particlesEbrahim Rahmani, Mehdi Dehestani, Morteza Hosseinali Beygi, , I.M. NikbinCONSTRUCTION AND BUILDING MATERIALS2013
۱۳۷Surface Waves on a Half-Space Due to a Time-Harmonic Loading on an Inertial Strip FoundationMehdi Dehestani, A. Vafai, Askar Janalizade, N. R. Malidarreh, F. SzidarovszkyJournal of Vibration, Acoustics, Stress, and Reliability in Design2013
۱۳۸Computation of the stresses in a moving reference system in a half-space due to a traversing time-varying concentrated loadMehdi Dehestani, A. Vafai, M. Mofid, F. SzidarovszkyCOMPUTERS and MATHEMATICS WITH APPLICATIONS2013
۱۳۹Far-field dynamic behavior of a half-space under an inertial strip foundation subjected to a time-harmonic forceMehdi Dehestani, , Askar Janalizade, A. VafaiLatin American Journal of Solids and Structures2013
۱۴۰On the dynamic response of a half-space subjected to a moving massMehdi Dehestani, A. Vafai, M. Mofid, G. AhmadiMATHEMATICS AND MECHANICS OF SOLIDS2012
نمایش ۱۲۱ تا ۱۴۰ مورد از کل ۱۷۶ مورد.