 Islamic Azad University, Najafabad Branch |
|
| First Name : ٍEsmaeel | ||
| Last Name : Izadi Zaman Abadi | ||
| E-mail : e.izadi@pci.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 | Shahid Chamran University | Iran | 2003 |
| M.Sc | Earthquake Engineering | International Institute of Earthquake Engineering and Seismology | Iran | 2007 |
| Ph.D | Earthquake Engineering | International Institute of Earthquake Engineering and Seismology | Iran | 2015 |
| Row | Specialized Courses Taught | Degree |
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| Row | Fields of Investigation and Specialized |
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| Row | Article title | Journal Name | Year | Issue/Volume | Article Printed Pages |
|---|---|---|---|---|---|
| 1 | Analyzing uncertainties involved in estimating collapse risk with and without considering uncertainty probability distribution parameters | Earthquake Engineering and Engineering Vibration | 2022 | 21 | 101 116 |
| 2 | Efects of Earthquake Components on Seismic Progressive Collapse Potential of Steel Frames | Iranian Journal of Science and Technology, Transactions of Civil Engineering | 2022 | 46 | 3555 3569 |
| 3 | Assessment of collapse safety margin for DDBD and FBD-designed RC frame buildings | Structural Engineering and Mechanics | 2022 | 83-2 | -229 244 |
| 4 | Effect of Construction Deficiencies on Seismic Performance of Hospitals during the 2017 Sarpol-e Zahab Earthquake | ASCE Journal of Performance of Constructed Facilities | 2021 | 35(1) | 1-14 |
| 5 | Estimating Collapse Risk and Reliability of Concrete Moment Frame Structure Using Response Surface Method and Hybrid of Artificial Neural Network With | Journal of Risk and Reliability | 2021 | 235 | 1072 |
| 6 | Investigating the Effects of Span Arrangements on DDBD-Designed RC Buildings Under the Skew Seismic Attack | Structural Engineering and Mechanics | 2021 | 77 (1 | 115-135 |
| 7 | Reliability-Based Probabilistic Safety Evaluation of Seismic Design Approaches for RC–MR Buildings | ASCE Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering | 2021 | 7-2 | 1-17 |
| 8 | Probabilistic Performance Appraisal of Seismic Structural Design Methodologies: A Case Study for RC/MRF Systems | Journal of Seismology and Earthquake Engineering | 2020 | 22(2) | 89 100 |
| 9 | Two Important Issues Relevant to Torsional Response of Asymmetric 8-Story RC Building Designed with DDBD Approach | International Journal of Engineering | 2015 | (9)28 | 1257-1267 |
| 10 | Estimation of Structural Collapse Reliability via Response Surface Method and a Hybrid of Neuro-Fuzzy Networks with Meta-heuristic Algorithms | Journal of Civil and Environmental Engineering | 2022 | 52(2) | 27 45 |
| 11 | Estimating Structural Collapse Responses Considering Modeling Uncertainties using Artificial Neural Networks and Response Surface Method | Amirkabir Journal of Civil Engineering | 2021 | (6)53 | 3-3 |
| 12 | Seismic Evaluation of DBD12 Model Code Provisions in Design of RC Moment Frames Considering Soil–Structure Interaction Effects | Journal of Structural and Construction Engineering | 1400 | 8(10) | 84 104 |
| 13 | Assessing the Effects of Record Selection and Ground-Motion’s Spectral Shape on the Collapse Capacity of the Structures | Journal of Structural and Construction Engineering | 2021 | 8-3 | 420-442 |
| 14 | Collapse Fragility Curves Development with Considering of Modeling Uncertainties Using LHS Simulation and Artificial Neural Network | Journal of Structural and Construction Engineering | 2021 | 8-6 | 59-80 |
| 15 | Comprehensive Assessment of Damage Indices of RC Frames in Conventional and Novel Seismic Design Approaches | Bulletin of Earthquake Science and Engineering | 2020 | (1)7 | 123-138 |
| 16 | Numerical Study of the Effect of Sacrificial RC Slab on the Performance of Underground Arc Shaped Structures under the Explosion Load | Quartery Specialized Journal of Structural Engineering | 2018 | (4)14 | 13-23 |
| 17 | Comparative Study between Accordion Metallic Damper and Filled Accordion Metallic Damper with Polymeric Foam under Axial Cyclic Loading | Modares civil Engineering, Journal | 2009 | 10-2 | 1-16 |
| 18 | Eeperimental and Analytical Study of the Seismic Behavior of Filled Accordion Metallic Damper | International Journal of Engineering Science | 2008 | 19-8 | 65-75 |
| Row | Article title | Conference Name | Conference Location | Year |
|---|---|---|---|---|
| 1 | Evaluation of Seismic Design Approach on RC/MR Building Using Different Probabilistic Methods | 8th International Conference on Seismology | Tehran | 2019 |
| 2 | Effect of the Near-Field Ground Motion Pulse Period on the Seismic Reliability of RC/MR Frames Using Monte Carlo Simulation | 8th International Conference on Seismology | Tehran | 2019 |
| 3 | AHP Decision Model to Select the Most Suitable Contractors (A Case Study in on of the JPC Projects) | 2th national Conference on Applied Researches in Structural Engineering and Construction Managment | Sharif University of Technology | 2018 |
| 4 | Effect of Diagonal Attack on the Seismic Performance of RC Frame Designed with DDBD Approach | 11th International Congress on Civil Engineering, 11ICCE | Tehran | 2018 |
| 5 | Effect Of Mass Eccentricity on the Torsional Seismic Response of RC Buildings Designed With DDBD Approach | 16th European Conference on Earthquake Engineering (16ECEE) | Thessaloniki, Greece | 2018 |
| 6 | Evaluation of Direct Displacement Based Design Approach in Controlling of Local Damages in Flexible RC Moment Frames | 2nd National Conference on Applied Researches in Structural Engineering and Construction Management | Tehran | 2018 |
| 7 | Probabilistic Assesment of the Performance Levels of RC Frames Designed with Force and Direct Displacement Design Method | 4th International Conference on Structural Engineering | Tehran | 2018 |
| 8 | Comparison of Park-Ang Damage Index of RC Frame Designed with DDBD and FBD Approach | 7th International Conference on Sustainable Development and Urban Construction | Esfahan | 2017 |
| 9 | Evaluation of the Effect of Explosion on the Performance of Underground Cubic and Arched Shape RC Structures | 6th National Conference and 2th International on Modern Materials and Structures in Civil Engineering | Yazd | 2017 |
| 10 | Numerical Study of the Effect of Sacrificial Concrete Reinforced Slab on the Performance of Underground Arched Shape Concrete Structures Under the Exp | 4th International Conference on Advanced Technology in Civil Engineering, Archtecture and Urban Planning | Tehran | 2017 |
| 11 | Comparison of Behavioural Parameters of Steel Plate Shear Wall System with and Without Connection to vertical Boundary Element | 7th National Conference on Earthquake | Kerman-Iran | 2017 |
| 12 | Analytical Study of the Effect of Removing the Steel Sheet and Column Connection on the Post-Buckling Behaviour of the Steel Plate Shear Wall System U | 3rd Iran International Conference on Structural Engineering (IRAST 2017) | Tehran-Iran | 2017 |
| 13 | The Effects of Mass Eccentricity Scenario on the Seismic Torsional Behavior of RC/MR Buildings | 7th International Conference on Seismology and Earthquake Engineering | Tehran | 2015 |
| 14 | Experimental and Analytical Study of Multilayer Accordion Metallic Damper | 15th World Conference on Earthquake Engineering and Seismology | Lisbon-Portugal | 2012 |
| 15 | Stabilization and Modifying the Buckling Behaviour of Accordion Metallic Damper Using Polyurethane Foam | 14th European Conference on Earthquake Engineering | Ohrid-Republic of Macedonia | 2010 |
| 16 | The Effects of Filling Material on the Behavior of Accordion Metallic Damper | 4th National Conference on Civil Engineering | Tehran | 2008 |
| 17 | Experimental Behavior of the Seismic Filled Accordion Metallic Damper | 14th World Conference on Earthquake Engineering | Beijing-China | 2008 |
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