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Wednesday 30 April 2025
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Seyed ali razavi
Rank: Assistant Professor
Email:
Institute:
Faculty of Engineering
Program:
Civil Structural Engineering
Dr. سید علی رضوی طباطبائی
رتبه: استادیار
پست الکترونیک:
زمینه های پژوهشی
اعضا و اتصالات فولادی و مرکب، تابآوری (Resiliency) در مهندسی سازه و زلزله، بهينه سازی سازهها، ارزيابی و طراحی عملکردی ساختمانها و سازههای ويژه، کاربرد کامپوزيت (FRP) در سازههای فولادی، خستگی عناصر سازهای، مهندسی آتش
نام مرکز:
دانشکده فنی مهندسی
رشته:
عمران - سازه
PDF
Interests
Professional Backgrounds
Education
Journal Papers
Razavi, A. & Kianmehr, A. & Hosseini, A. & Mirghaderi, R. (2018). Buckling-restrained brace with CFRP encasing: Mechanical behavior & cyclic response. Steel and Composite Structures. (27) ,675-689.
cite
Razavi, A. & Mirghaderi, R. & Hosseini, A. (2014). Experimental and numerical developing of reduced length buckling-restrained braces. Engineering Structures. ,77 ,143-160. Elsevier.
cite
Alireza, M. & Mirghaderi, R. & Razavi, A. (2015). Seismic performance of stiffness-based designed buckling-restrained braced frame and special moment-resisting frame dual systems. Structure and Infrastructure Engineering. ,12(8) ,1-18. Taylor and Francis.
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Razavi, S. & Haji Kandi, A. & Alimardani , M. & Jovaini, E. (2023). Tube-in-tube rigid beam to CFT column connection in moment-resisting frames: An experimental study. SOIL DYNAMICS AND EARTHQUAKE ENGINEERING.
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Razavi, S. & Darvishi, M. (2023). A Numerical Study on the Seismic Performance of Reinforced Concrete Shear Walls Subjected to Lateral and Axial Loads. Advancements in Civil Engineering & Technology.
cite
Ehteshami Moeini, M. & Razavi, S. & Yekrangnia, M. & Pourasgari, P. (2023). Cyclic performance assessment of damaged unreinforced masonry walls repaired with steel mesh reinforced shotcrete. ENGINEERING STRUCTURES.
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Razavi, S. & Ehteshami Moeini, M. (2025). Multi-level response modification factor assessment in conventional and reduced length buckling-restrained braced frames. Structures.
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Inventions
Conference Papers
Razavi, A. (2012). Reduced length buckling restrained brace using steel plates as restraining segment. 15th World Conference on Earthquake Engineering Lisbon.
cite
Razavi, A. (2011). Seismic design of buckling restrained braced frames with reduced core length. Structural Engineers World Congress 2011 Italy.
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Razavi, A. (2007). An Insight into the Bad Reputation of Batter Piles in Seismic performance of Wharves. 4th International Conference on Earthquake Geotechnical Engineering Thessaloniki, Greece.
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Ehteshami Moeini, M. & Razavi, S. (2022). Seismic response of low-rise steel structure isolated using low damping steel-reinforced elastomeric bearings. 3rd International Conference on Natural Hazards & Infrastructure یونان.
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Ehteshami Moeini, M. & Razavi, S. & Yekrangnia, M. & Khaloo, A. (2023). Numerical Study on An Innovative Elastomeric-Steel Cushion Damper. 9th European Conference on Steel and Composite Structures The University of Sheffield.
cite
Ehteshami Moeini, M. & Razavi, S. & Imanpour, A. (2021). Comparative Assessment of the Seismic Behavior of Reduced-Core Length and Conventional Buckling-Restrained Bracing Systems. 9th European Conference on Steel and Composite Structures The University of Sheffield.
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Book Chapters
Razavi, S. & Shirjani, R. (2023). Optimum Design of BRB Frame Based on Drift Uniformity, Structure Weight, and Seismic Parameters Using Nonlinear Time History Analysis.
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Courses
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