ติดตาม
Mohammadali Rezazadeh
Mohammadali Rezazadeh
Assistant Professor, Civil Engineering, at Northumbria University
ยืนยันอีเมลแล้วที่ northumbria.ac.uk - หน้าแรก
ชื่อ
อ้างโดย
อ้างโดย
ปี
Mvster: Epipolar transformer for efficient multi-view stereo
X Wang, Z Zhu, G Huang, F Qin, Y Ye, Y He, X Chi, X Wang
European Conference on Computer Vision, 573-591, 2022
117*2022
Influence of prestress level on NSM CFRP laminates for the flexural strengthening of RC beams
M Rezazadeh, I Costa, J Barros
Composite Structures 116, 489-500, 2014
1172014
Modelling bond of GFRP rebar and concrete
M Rezazadeh, V Carvelli, A Veljkovic
Construction and Building Materials 153, 102-116, 2017
692017
Analytical approach for the flexural analysis of RC beams strengthened with prestressed CFRP
M Rezazadeh, J Barros, I Costa
Composites Part B: Engineering 73, 16-34, 2015
552015
Exploring new NSM reinforcements for the flexural strengthening of RC beams: Experimental and numerical research
M Rezazadeh, S Cholostiakow, R Kotynia, J Barros
Composite Structures 141, 132-145, 2016
532016
A damage model for high-cycle fatigue behavior of bond between FRP bar and concrete
M Rezazadeh, V Carvelli
International Journal of Fatigue 111, 101-111, 2018
342018
Generalized Analysis-oriented model of FRP confined concrete circular columns
J Shayanfar, JAO Barros, M Rezazadeh
Composite Structures 270, 114026, 2021
332021
Shear strengthening of RC beams with thin panels of mortar reinforced with recycled steel fibres
L Lourenço, Z Zamanzadeh, JAO Barros, M Rezazadeh
Journal of Cleaner Production 194, 112-126, 2018
312018
Simultaneous flexural and punching strengthening of RC slabs according to a new hybrid technique using U-shape CFRP laminates
JAO Barros, M Rezazadeh, JPS Laranjeira, MRM Hosseini, M Mastali, ...
Composite Structures 159, 600-614, 2017
302017
End concrete cover separation in RC structures strengthened in flexure with NSM FRP: Analytical design approach
M Rezazadeh, JAO Barros, H Ramezansefat
Engineering structures 128, 415-427, 2016
282016
Unified model for fully and partially FRP confined circular and square concrete columns subjected to axial compression
J Shayanfar, JA Barros, M Rezazadeh
Engineering Structures 251, 113355, 2022
252022
Analytical model to predict dilation behavior of FRP confined circular concrete columns subjected to axial compressive loading
J Shayanfar, M Rezazadeh, JA Barros
Journal of Composites for Construction 24 (6), 04020071, 2020
252020
Bond behaviour of NSM CFRP laminate strip systems in concrete using stiff and flexible adhesives
JR Cruz, J Sena-Cruz, M Rezazadeh, S Seręga, E Pereira, A Kwiecień, ...
Composite Structures 245, 112369, 2020
252020
Mechanical behavior of concrete prisms reinforced with steel and GFRP bar systems
A Rimkus, JAO Barros, V Gribniak, M Rezazadeh
Composite Structures 220, 273-288, 2019
242019
NSM CFRP prestressing techniques with strengthening potential for simultaneously enhancing load capacity and ductility performance
M Rezazadeh, H Ramezansefat, J Barros
Journal of Composites for Construction 20 (5), 04016029, 2016
202016
A new hybrid methodology according to near surface mounted carbon fiber reinforced polymer technique for the flexural strengthening of reinforced concrete beams
M Rezazadeh, J Barros
Journal of Reinforced Plastics and Composites 33 (21), 1993-2009, 2014
192014
Transfer zone of prestressed CFRP reinforcement applied according to NSM technique for strengthening of RC structures
M Rezazadeh, J Barros
Composites Part B: Engineering 79, 581-594, 2015
162015
Innovative methodologies for the enhancement of the flexural strengthening performance of NSM CFRP technique for RC beams
M Rezazadeh
PQDT-Global, 2015
162015
Analysis-oriented model for partially FRP-and-steel-confined circular RC columns under compression
J Shayanfar, JAO Barros, M Rezazadeh
Engineering Structures 276, 115330, 2023
152023
Shear strengthening of damaged reinforced concrete beams with Hybrid Composite Plates
H Baghi, JAO Barros, M Rezazadeh
Composite Structures 178, 353-371, 2017
152017
ระบบไม่สามารถดำเนินการได้ในขณะนี้ โปรดลองใหม่อีกครั้งในภายหลัง
บทความ 1–20