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behzad talaeitaba
behzad talaeitaba
Assistant Professor Khomeinishahr Azad University
Verificeret mail på iaukhsh.ac.ir - Startside
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Citeret af
År
Finite element modeling of RC connections strengthened with FRP laminates
D Mostoufinezhad, SB Talaeitaba
IRANIAN JOURNAL OF SCIENCE AND TECHNOLOGY TRANSACTION B-ENGINEERING 30 (1 …, 2006
682006
Nonlinear modeling of RC beams subjected to torsion using the smeared crack model
D Mostofinejad, SB Talaeitaba
Procedia Engineering 14, 1447-1454, 2011
342011
Buckling and vibration analysis of FG-CNT-reinforced composite rectangular thick nanoplates resting on Kerr foundation based on nonlocal strain gradient theory
SBT Hosein Shahraki, Hossein Tajmir Riahi, Mohsen Izadinia
Journal of Vibration and Control, 2019
22*2019
Nonlinear behavior of FRP-reinforced concrete-filled double-skin tubular columns usingfinite element analysis
SB Talaeitaba, M Halabian, ME Torki
Thin walled structures 95, 389-407, 2015
192015
Punching shear strengthening of flat slabs with CFRP on grooves (EBROG) and external rebars sticking in grooves
R Azizi, SB Talaeitaba
International Journal of Advanced Structural Engineering 11 (1), 79-95, 2019
162019
Numerical Modeling of Elastomeric Seismic Isolators for Determinig Force-Displacement Curve from Cyclic Loading
M Saedniya, SB Talaeitaba
International Journal of Advanced Structural Engineering, 2019
162019
Size-dependent buckling behaviour of FG annular/circular thick nanoplates with porosities resting on Kerr foundation based on new hyperbolic shear deformation theory
A Sadoughifar, F Farhatnia, M Izadinia, SB Talaeetaba
Structural Engineering and Mechanics 73 (3), 225-238, 2020
142020
Strengthening and rehabilitation of RC beams with frp overlays under combined shear and torsion
D Mostofinejad, SB Talaeitaba
Electronic Journal of Structural Engineering 14, 84-92, 2014
142014
Nonlinear bending analysis of porous FG thick annular/circular nanoplate based on modified couple stress and two-variable shear deformation theory using GDQM
A Sadoughifar, F Farhatnia, M Izadinia, SB Talaeitaba
Steel and Composite Structures, An International Journal 33 (2), 307-318, 2019
132019
On the effect of seismic base isolation on seismic design requirements of RC structures
SBT Mahdi Ghasemi,
Structures 28, 2244-2259, 2020
122020
Punching shear strengthening of flat slabs with EBROG and EBRIG – FRP strips
S Amiri, SB Talaeitaba
structures 26, 139-155, 2020
122020
Mindlin’s strain gradient theory for vibration analysis of FG-CNT-reinforced composite nanoplates resting on Kerr foundation in thermal environment
H Shahraki, HT Riahi, M Izadinia, SB Talaeitaba
Journal of Thermoplastic Composite Materials 34 (1), 68-101, 2021
102021
An innovative base isolator with steel rings and rubber core
MJ Sayed Behzad Talaeitaba, Mohammad Masoud Pourmasoud
Asian Journal of Civil Engineering 20 (3), 313-325, 2019
92019
Retrofitting of reinforced concrete columns using near-surface-mounted steel rebars and fiber-reinforced polymer straps under eccentric loading
SB Talaeitaba, E Barati, A Eslami
Advances in Structural Engineering 23 (4), 687-701, 2020
82020
Development and application of a new base isolation system in low-rise buildings
SB Talaeitaba, M Safaie, R Zamani
Structures 34, 1684-1709, 2021
72021
A New Test Setup for Experimental Test of RC Beams under Combined Shear and Torsion
SB Talaeitaba, D Mostofinejad
Advanced Materials Research 335, 355-358, 2011
62011
Fixed supports in assessment of RC beams’ behavior under combined shear and torsion
SB Talaeitaba, D Mostofinejad
International Journal of Applied 1 (5), 119-126, 2011
62011
IDA analysis of regular and irregular seismically isolated structures in different stories and different seismic categories
SBT Behzad Sabet
Structures 43, 779-804, 2022
42022
Shear-torsion interaction of RC beams strengthened with FRP sheets
SB Talaeitaba, D Mostofinejad
SCIENTIA IRANICA 22 (3), 699-708, 2015
42015
EFFECT OF OPENING DIMENSIONS ON THE RELATIVE FLEXURAL OPERATION OF COUPLED SHEAR WALLS
TH M. E., TT B., F F.
Asian Journal of Civil Engineering 13, 417-427, 2012
4*2012
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Artikler 1–20