Masoud Motavalli
Masoud Motavalli
Empa, Swiss Federal Laboratories for Materials Science and Technology, Überlandstrasse, 129, 8600 Dübendorf, Switzerland
Correu electrònic verificat a - Pàgina d'inici
Citada per
Citada per
Applications of shape memory alloys in civil engineering structures—overview, limits and new ideas
L Janke, C Czaderski, M Motavalli, J Ruth
Materials and Structures 38 (5), 578-592, 2005
Damage identification using modal data: Experiences on a prestressed concrete bridge
O Huth, G Feltrin, J Maeck, N Kilic, M Motavalli
Journal of Structural Engineering 131 (12), 1898-1910, 2005
Iron-based shape memory alloys for civil engineering structures: An overview
A Cladera, B Weber, C Leinenbach, C Czaderski, M Shahverdi, ...
Construction and building materials 63, 281-293, 2014
Debonding failure modes of flexural FRP-strengthened RC beams
MR Aram, C Czaderski, M Motavalli
Composites part B: engineering 39 (5), 826-841, 2008
Fatigue strengthening of damaged metallic beams using prestressed unbonded and bonded CFRP plates
E Ghafoori, M Motavalli, J Botsis, A Herwig, M Galli
International Journal of Fatigue 44, 303-315, 2012
Design criterion for fatigue strengthening of riveted beams in a 120-year-old railway metallic bridge using pre-stressed CFRP plates
E Ghafoori, M Motavalli, A Nussbaumer, A Herwig, GS Prinz, M Fontana
Composites Part B: Engineering 68, 1-13, 2015
Feasibility of iron-based shape memory alloy strips for prestressed strengthening of concrete structures
C Czaderski, M Shahverdi, R Brönnimann, C Leinenbach, M Motavalli
Construction and Building Materials 56, 94-105, 2014
Structural strengthening with prestressed CFRP strips with gradient anchorage
J Michels, J Sena-Cruz, C Czaderski, M Motavalli
Journal of Composites for Construction 17 (5), 651-661, 2013
Fatigue behavior of notched steel beams reinforced with bonded CFRP plates: Determination of prestressing level for crack arrest
E Ghafoori, A Schumacher, M Motavalli
Engineering Structures 45, 270-283, 2012
40-Year-old full-scale concrete bridge girder strengthened with prestressed CFRP plates anchored using gradient method
C Czaderski, M Motavalli
Composites Part B: Engineering 38 (7-8), 878-886, 2007
A novel Fe‐Mn‐Si shape memory alloy with improved shape recovery properties by VC precipitation
Z Dong, UE Klotz, C Leinenbach, A Bergamini, C Czaderski, M Motavalli
Advanced engineering materials 11 (1‐2), 40-44, 2009
Prestressed CFRP for strengthening of reinforced concrete structures: Recent developments at Empa, Switzerland
M Motavalli, C Czaderski, K Pfyl-Lang
Journal of Composites for construction 15 (2), 194-205, 2011
Iron-based shape memory alloys for prestressed near-surface mounted strengthening of reinforced concrete beams
M Shahverdi, C Czaderski, M Motavalli
Construction and Building Materials 112, 28-38, 2016
Recycled concrete and mixed rubble as aggregates: Influence of variations in composition on the concrete properties and their use as structural material
C Hoffmann, S Schubert, A Leemann, M Motavalli
Construction and Building Materials 35, 701-709, 2012
Glass transition evaluation of commercially available epoxy resins used for civil engineering applications
J Michels, R Widmann, C Czaderski, R Allahvirdizadeh, M Motavalli
Composites Part B: Engineering 77, 484-493, 2015
RC beam with variable stiffness and strength
C Czaderski, B Hahnebach, M Motavalli
Construction and Building Materials 20 (9), 824-833, 2006
Determination of minimum CFRP pre-stress levels for fatigue crack prevention in retrofitted metallic beams
E Ghafoori, M Motavalli, A Nussbaumer, A Herwig, GS Prinz, M Fontana
Engineering Structures 84, 29-41, 2015
Effect of curing conditions on strength development in an epoxy resin for structural strengthening
C Czaderski, E Martinelli, J Michels, M Motavalli
Composites Part B: Engineering 43 (2), 398-410, 2012
Normal, high and ultra-high modulus carbon fiber-reinforced polymer laminates for bonded and un-bonded strengthening of steel beams
E Ghafoori, M Motavalli
Materials & Design 67, 232-243, 2015
Lateral-torsional buckling of steel I-beams retrofitted by bonded and un-bonded CFRP laminates with different pre-stress levels: Experimental and numerical study
E Ghafoori, M Motavalli
Construction and Building Materials 76, 194-206, 2015
En aquests moments el sistema no pot dur a terme l'operació. Torneu-ho a provar més tard.
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