![]() Islamic Azad University, Najafabad Branch |
![]() |
First Name : -mohsen | ||
Last Name : -izadinia | ||
E-mail : -izadinia@iaun.ac.ir | ||
Work Address : Islamic Azad University, Najafabad Branch, Esfahan | ||
Academic Rank :Assistant Professor |
Academic Degree | Education Field | University | Country | Year |
---|---|---|---|---|
B.Sc | civil engineering | isfahan university of technology | iran | 1989 |
M.Sc | structural engineering | isfahan university of technology | iran | 1992 |
Ph.D | structural engineering | tarbiat modarres | iran | 2000 |
Row | Specialized Courses Taught | Degree |
---|---|---|
1 | Finite Elements Analysis Method | |
2 | Theory of Plates and Shells | |
3 | Theory of Elasticity and Plasticity | |
4 | Advanced Rienforced Concrete Structures | |
5 | Theory of Plasticity | |
6 | Reinforced Concrete Structures Design | |
7 | Structures Analysis | |
8 | Reinforced Concrete Structures Project |
Row | Fields of Investigation and Specialized |
---|---|
1 | |
2 | |
3 | |
4 | |
5 |
Row | Article title | Journal Name | Year | Issue/Volume | Article Printed Pages |
---|---|---|---|---|---|
1 | Performance of gypsum sheathed CFS panels under combined lateral and gravity loading | Journal of constructional steel research | 2020 | 170 | 1-17 |
2 | Seismic performance evaluation of steel moment resisting frames designed according to 3rd and 4th editions of 2800 seismic code | Iranian Journal of Science and Technology, Transactions of Civil Engineering | 2020 | 44-1 | 91-103 |
3 | Performance of gypsum sheathed CFS panels under combined lateral and gravity loading | Journal of constructional steel research | 2020 | ۱۷۰ | ۱-17 |
4 | The effect of cyclic loading on the rubber bearing with slit damper devices based on finite element method | Earthquakes and Structures | 2020 | ۱۸-2 | ۲۱۵-۲۲۲ |
5 | Nunerical and Experimental studies on Cyclic Behavior of Beam to Column Connection with Yielding Steel Damper | International Journal of Steel Structures | 2020 | ۲۰ | ۴۸۰-492 |
6 | Size-dependent buckling behavior of FG annular/circular thick nanoplates with porosities resting on Kerr foundation based on new hyperbolic shear def | Structural Engineering and Mechanics | 2020 | ۷۳-3 | ۲۲۵-۲۳۸ |
7 | Buckling and vibration analysis of FG-CNT-reinforced composite rectangular thick nanoplates resting on Kerr foundation based on nonlocal strain gradie | Journal of Vibration and Control | 2020 | ۲۶ | ۲۷۷-۳۰۵ |
8 | Nonlinear bending analysis of porous FG thick annular/circular nanoplate based on modified couple stress and two-variable shear deformation theory usi | Steel and Composite Structure | 2019 | ۳۳-2 | ۳۰۷-۳۱۸ |
9 | Effects of earthquake characteristics on seismic progressive collapse potential of steel moment-resisting frames equipped with gate bracing | structure and steel | 2022 | ۳۶/۲۹ | ۱۷-۲۹ |
10 | Finite Element Analysis of Blind Bolted Extended and Flush End Plate Connections of Steel Beams to Hollow Section Columns | Journal of Structural and Construction Engineering | 2021 | 8-1 | ۵-۲۲ |
11 | Experimental and Seismic Analysis Performance of Three-core Buckling Restrained Braces | Quartery specialized journal of structural engineering | 2021 | 18-1 | ۱-۱۵ |
12 | Experimental investigation of seismic performance of three-core buckling restrained braces | Modares Civil Engineering Journal | 2021 | 20-۵ | ۳۷-۴۸ |
13 | Effects of geometric characteristics of U-shaped flexural plates on their cyclic performance | structures | 2023 | 51 | 351-371 |
14 | Energy-based collapse assessment of concentrically braced frames under mainshock-aftershock excitations | structures | 2023 | ۴۷ | ۹۲۵-۹۳۸ |
15 | Effects of Earthquake Components on Seismic Progressive Collapse Potential of Steel Frames | Iranian Journal of Science and Technology, Transactions of Civil Engineering | ۲۰۲۲ | 46/5 | 3555-3569 |
16 | Shear buckling behavior of tapered cantilever beams with corrugated trapezoidal web under concentrated tip load | Journal of constructional steel research | ۲۰۲۲ | 193 | 1-13 |
17 | Mindlins strain gradient theory for vibration analysis of FG-CNT reinforced composite nanoplates resting on Kerr foundation in thermal environment | Journal of thermoplastic composite materials | 2021 | 34-1 | 68-101 |
18 | Seismic Performance of Three‑core Buckling‑Restrained Braces An Experimental Investigation | Iranian Journal of Science and Technology, Transactions of Civil Engineering | 2021 | 46-1 | 157-167 |
19 | Simultaneous attenuation of gamma ray and neutrons in single layer concrete shield | cement wapno beton | 2021 | (6)26 | 503-514 |
20 | Nanosilica role in concrete containing iron oxides aggregates and boron carbide as a shield against gamma rays | cement wapno beton | 2021 | (3)26 | 218-232 |
21 | Experimental evaluation of steel connections with horizontal slit dampers | Steel and Composite Structures | 2019 | -132 | 79-90 |
22 | Hysteretic Behavior of Rubber Bearing with Yielding Shear Devices | International Journal of Steel Structures | 2019 | 19-3 | 747-759 |
23 | Experimental and numerical study of I-shape slit dampers in connections | Latin American Journal of Solids and Structures | 2018 | (11)1 | 1-17 |
24 | Optimum drilled flange moment resisting connections for seismic regions | Journal of Constructional Steel Research | 2015 | 112 | 325-338 |
25 | A discrete crack joint model for nonlinear dynamic analysis of concrete arch dam | COMPUTERS | 2001 | 79 | 403-420 |
26 | Cyclic Behavior of Beam to Column Connection with Steel Rods Damper Yielding in Shear | Journal of Steel and Structure | 2019 | 18-25 | 69-81 |
27 | Experimental Study of Cyclic Performance of Beam-to- Column Connection with Slit Damper | Journal of Structure and Steel | 2018 | 16-23 | 75-85 |
28 | Seismic Performance of Drilled Flange Beam to Column Connections for Ductile Steel Frames | Journal of Structure and Steel | 2016 | 12-19 | 53-65 |
Row | Article title | Conference Name | Conference Location | Year |
---|---|---|---|---|
1 | Evaluation of material and geometric nonlinear behavior of steel moment frames by finite element method | first international conference on civil engineering architecture and urban regeneration | Tehran | 2019 |
2 | Comparison and evaluation of cyclic behavior of steel moment connections strengthened by haunch , side-plate and welded flange plate | Third National Conference on Civil Engineering and Sustainable Development of Iran | TEHRAN | 2017 |
3 | Evaluation and comparison of cyclic behavior of steel rigid connections as side-plate and flange-plate | Third National Conference on Civil Engineering and Sustainable Development of Iran | TEHRAN | 2017 |
4 | evaluation of far and near fault vertical component of earthquake on steel moment-resisting frame | 6th national and 2nd international conference on new materials and structures in civil engineering | yazd | 2017 |
5 | design of steel moment frames by LRFD method using advanced analysis | third international conference on architecture , civil engineering and urban development at the third millennium | tehran | 2017 |
6 | Evaluation the effect of reduced beam flange parameters on the cyclic behavior of steel rigid connections with end plate | 2th international conference on research in engineering , science and technology | United Arab Emirates - Dubai | 2016 |
7 | Dynamic vibration control of adjacent shear structures by the links | 2nd international conference on jeotechnical and urban earthquake engineering | tabriz , iran-tabriz university | 2015 |
8 | Effect of internal steel section , concrete strength , and number of FRP layers on strength of DSSC column under axial load | The international conference in new research of civil engineering , architecture , urban development | Tehran university | 2015 |
9 | seismic behavior evaluation of RC frames strengthened by the knee bracings | 8th national congress on civil engineering | babol , iran | 2014 |
10 | Evaluation the behavior factor and seismic response of the intermediate bending RC frame according to the analytic Fema P695 method | fifteenth civil engineering students conference of country | Urmia university | 2014 |
11 | seismic behavior evaluation of steel moment-resisting frames by the displacement based adaptive pushover and elements with discrete and distributed pl | national conference of applied civil engineering and new achievements | karaj , iran | 2013 |
12 | numerical study on the flexural behavior of reinforced concrete beam strengthened by FRP fibers with EBR and NSM methods | international conference on civil engineering , architecture and urban sustainable development | tabriz, iran-islamic azad university , tabriz branch | 2013 |
13 | evaluation of the effect of RBS connections on steel moment-resisting frames behavior | international conference on civil engineering , architecture and urban sustainable development | tabriz, iran-islamic azad university, tabriz branch | 2013 |
14 | evaluation of the effect of backbone connections on the pushover curve of steel moment-resisting frames with 4,8 and 12 stories | international conference on civil engineering , architecture and urban sustainable development | tabriz-islamic azad university , tabriz branch | 2013 |
Row | Title | Responsibility | Project Kind |
---|
Row | Title Compilation | Kind Compilation | Publishing Date | Publisher |
---|
Row | Title | Registration Place | Reference Confirmed | Date |
---|
Row | Institution | Title | Festival | Date | Reference Award Announcement |
---|
Row | Title | Date |
---|
Row | Title Executive | Year |
---|---|---|
1 | structural design engineer | 1999 |