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Afshin Moslehi Tabar
Afshin Moslehi Tabar
Assistant Professor, Department of Civil Engineering, Tafresh University
Verified email at tafreshu.ac.ir
Title
Cited by
Cited by
Year
Instability of beams with reduced beam section moment connections emphasizing the effect of column panel zone ductility
AM Tabar, A Deylami
Journal of Constructional Steel Research 61 (11), 1475-1491, 2005
492005
Promotion of cyclic behavior of reduced beam section connections restraining beam web to local buckling
A Deylami, AM Tabar
Thin-Walled Structures 73, 112-120, 2013
432013
Analytical study on cyclic behavior of chevron braced frames with shear panel system considering post-yield deformation
SM Zahrai, A Moslehi Tabar
Canadian Journal of Civil Engineering 40 (7), 633-643, 2013
222013
Cyclic behaviour of steel braced frames having shear panel system
A Zahrai, S.M., and Moslehi Tabar
Asian Journal of Civil Engineering 7 (1), 13-26, 2006
20*2006
Seismic rehabilitation of steel arch bridges using nonlinear viscous dampers: Application to a case study
A Moslehi Tabar, D De Domenico, H Dindari
Practice Periodical on Structural Design and Construction 26 (3), 04021012, 2021
152021
Effect of column panel zone characteristics on instability of beams with RBS moment resisting connections
A Deylami, A Moslehi Tabar
Proceedings of 13th world conference on earthquake engineering, 2004
142004
Experimental study on the key issues affecting cyclic behaviour of reduced beam section moment connections
A Deylamy, A Moslehi Tabar
Proc. Of 14th World Conference on Earthquake Engineering (14 WCCE), Beijing …, 2008
132008
Linearization of seismic response of structures equipped with nonlinear viscous dampers using perturbation technique
AM Tabar
Engineering Structures 184, 459-468, 2019
122019
Building retrofit with reduced web (RWS) and beam (RBS) section limited-ductility connections
AM Tabar, A Alonso-Rodriguez, KD Tsavdaridis
Journal of Constructional Steel Research 197, 107459, 2022
112022
Investigation of major parameters affecting instability of steel beams with RBS moment connections
A Moslehi Tabar, A., and Deylami
International Journal of Steel and Composite Structures 6 (3), 203-219, 2006
10*2006
Nonlinear response spectrum analysis of structures equipped with nonlinear power law viscous dampers
AM Tabar, D De Domenico
Engineering Structures 219, 110857, 2020
52020
Nonlinear response spectrum analysis of structures equipped with nonlinear power law viscous dampers
A Moslehi Tabar, D De Domenico
Engineering Structures 219, 110857, 2020
52020
Mixed finite element formulation enriched by Adomian method for vibration analysis of horizontally curved beams
A Moslehi Tabar, H Najafi Dehkordi
Numerical Methods in Civil Engineering 1 (4), 16-22, 2017
12017
Seismic rehabilitation of arch stone bridges using deep reinforcement
E Moslehi Tabar, A., and Saberi
5nd int’l Conference on Bridge, Tehran, Iran, 2019
2019
Transverse Vibration Analysis of Complicated Truss Arch Bridges Using Continuum Elements
AM Tabar, HN Dehkordi
Amirkabir J. Civil Eng 1 (1), 53-60, 2018
2018
Numerical investigation of seismic rehabilitation of mass concrete piers of a railway bridge using post-tensioning technique
A Moslehi Tabar, MR Rahbar
Bridge Structures 14 (4), 147-157, 2018
2018
Seismic performance of complicated truss bridges using continuum elements
H Moslehi Tabar, A., and Najafi
2nd int’l Conference on Geotechnics and urban earthquake engineering, Tabriz …, 2015
2015
Investigation of nonlinear performance of steel shear walls
A Saba, H.R., Moslehi Tabar, A., and Janimousa
ASAS J. 17 (4), 2015
2015
Effect of column panel zone characteristics on instability of beams with RBS moment resisting connections using cyclic tests on steel subassemblies
A Deylami, A., Moslehi Tabar
2010
Seismic rehabilitation of mass concrete piers using external post-tensioning technique
A Moslehi Tabar
National Symposium on Seismic Rehabilitation of Structures, Tehran, Iran …, 2010
2010
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