Luís Filipe Almeida Bernardo
机构: University of Beira Interior, Covilhã, Portugal
每年引用次数
引用次数
引用: 1,797
H-指数: 24
I10-指数 : 42
出版物: 120
Plastic rotation capacity of high-strength concrete beams
S. M. R. Lopes , L. F. A. Bernardo
Materials and Structures 36 ( 1) 22 -31
28
2003
Refined Softened Truss Model with Efficient Solution Procedure for Prestressed Concrete Membranes
L. F. A. Bernardo , A. R. B. Lyrio , J. R. B. Silva , B. Horowitz
Journal of Structural Engineering-asce 144 ( 6) 04018045
3
2018
Flexural ductility of high-strength concrete beams
L. F. A. Bernardo , S. M. R. Lopes
Structural Concrete 4 ( 3) 135 -154
13
2003
Theoretical model for the determination of plastic rotation capacity in reinforced concrete beams
R. N. F. do Carmo , S. M. R. Lopes , L. F. A. Bernardo
Structural Concrete 4 ( 2) 75 -83
6
2003
Modified Variable Angle Truss-Model for torsion in reinforced concrete beams
L. F. A. Bernardo , J. M. A. Andrade , S. M. R. Lopes
Materials and Structures 45 ( 12) 1877 -1902
26
2012
Generalized softened variable angle truss-model for reinforced concrete beams under torsion
L. F. A. Bernardo , J. M. A. Andrade , N. C. G. Nunes
Materials and Structures 48 ( 7) 2169 -2193
24
2015
Neutral Axis Depth versus Flexural Ductility in High-Strength Concrete Beams
L. F. A. Bernardo , S. M. R. Lopes
Journal of Structural Engineering 130 ( 3) 452 -459
57
2004
Efficient softened truss model for prestressed steel fiber concrete membrane elements
L.F.A. Bernardo , B. Horowitz , B.M.V.C. Filho
Journal of building engineering 40 102363
2021
Refined softened-truss model with efficient solution procedure for reinforced concrete members under torsion combined with bending
L.F.A. Bernardo , M.M. Teixeira
Structures 26 651 -669
1
2020
Theoretical behavior of HSC sections under torsion
L.F.A. Bernardo , S.M.R. Lopes
Engineering Structures 33 ( 12) 3702 -3714
24
2011
Softened truss model for reinforced NSC and HSC beams under torsion: A comparative study
L.F.A. Bernardo , J.M.A. Andrade , S.M.R. Lopes
Engineering Structures 42 278 -296
28
2012
Plastic analysis and twist capacity of high-strength concrete hollow beams under pure torsion
L.F.A. Bernardo , S.M.R. Lopes
Engineering Structures 49 190 -201
14
2013
Ductility of RC beams under torsion
M.M. Teixeira , L.F.A. Bernardo
Engineering Structures 168 759 -769
7
2018
Reinforced Concrete Membranes Under Shear: Ultimate Behaviour and Influence of Thickness
S.M.R. Lopes , L.F.A. Bernardo , R.J.T. Costa
Experimental Techniques 39 ( 1) 44 -56
2
2015
Reinforced concrete membranes under shear: Global behaviour
S.M.R. Lopes , L.F.A. Bernardo , R.J.T. Costa
Experimental Techniques 39 ( 1) 30 -43
1
2015
Cracking and failure mode in HSC hollow beams under torsion
S.M.R. Lopes , L.F.A. Bernardo
Construction and Building Materials 51 163 -178
6
2014
Modified softened truss-model for prestressed concrete beams under torsion
L.F.A. Bernardo , M.M. Teixeira
Journal of building engineering 19 49 -61
6
2018
Twist behavior of high-strength concrete hollow beams–Formation of plastic hinges along the length
S.M.R. Lopes , L.F.A. Bernardo
Engineering Structures 31 ( 1) 138 -149
29
2009
Evaluation of dry mortar ratio as mix design parameter for steel fibre reinforced self compacting concrete
L.A. Pereira de Oliveira , J.P. Castro Gomes , L.F.A. Bernardo , M.M.M. Ramos
Construction and Building Materials 40 642 -649
15
2013
Refinement of the rotating-angle softened truss model with efficient solution procedure for RC membranes
L.F.A. Bernardo , B.M.V.C. Filho , B. Horowitz
Engineering Structures 213 110552
3
2020