-
Lopes, A. V. / Lopes, S. M. R. / Pinto, M. I. M. (2023): Flexural stiffness and structural behavior of alkali-activated metakaolin faced with cement-based beams. In: Journal of Building Engineering, v. 76 (Oktober 2023).
https://doi.org/10.1016/j.jobe.2023.107310
-
Bernardo, L. F. A. / Lopes, S. M. R. (2003): Flexural ductility of high-strength concrete beams. In: Structural Concrete, v. 4, n. 3 (September 2003).
https://doi.org/10.1680/stco.4.3.135.37638
-
Bernardo, L. F. A. / Lopes, S. M. R. (2011): Theoretical behavior of HSC sections under torsion. In: Engineering Structures, v. 33, n. 12 (Dezember 2011).
https://doi.org/10.1016/j.engstruct.2011.08.007
-
Amaro, A. M. / Pinto, M. I. M. / Reis, P. N. B. / Neto, M. A. / Lopes, S. M. R. (2018): Structural integrity of glass/epoxy composites embedded in cement or geopolymer mortars. In: Composite Structures, v. 206 (Dezember 2018).
https://doi.org/10.1016/j.compstruct.2018.08.060
-
Lopes, A. V. / Lopes, S. M. R. (2012): Importance of a rigorous evaluation of the cracking moment in RC beams and slabs. In: Computers and Concrete, v. 9, n. 4 (April 2012).
https://doi.org/10.12989/cac.2012.9.4.275
-
Nepomuceno, M. / Oliveira, L. / Lopes, S. M. R. (2012): Methodology for mix design of the mortar phase of self-compacting concrete using different mineral additions in binary blends of powders. In: Construction and Building Materials, v. 26 (Januar 2012).
https://doi.org/10.1016/j.conbuildmat.2011.06.027
-
Lopes, S. M. R. / Bernardo, L. F. A. (2014): Cracking and failure mode in HSC hollow beams under torsion. In: Construction and Building Materials, v. 51 (Januar 2014).
https://doi.org/10.1016/j.conbuildmat.2013.10.062
-
Nepomuceno, Miguel C. S. / Pereira-de-Oliveira, L. A. / Lopes, S. M. R. (2014): Methodology for the mix design of self-compacting concrete using different mineral additions in binary blends of powders. In: Construction and Building Materials, v. 64 (August 2014).
https://doi.org/10.1016/j.conbuildmat.2014.04.021
-
Nepomuceno, Miguel C. S. / Pereira-de-Oliveira, L. A. / Lopes, S. M. R. / Franco, R. M. C. (2016): Maximum coarse aggregate's volume fraction in self-compacting concrete for different flow restrictions. In: Construction and Building Materials, v. 113 (Juni 2016).
https://doi.org/10.1016/j.conbuildmat.2016.03.143
-
Lopes, S. M. R. / Bernardo, L. F. A. (2003): Plastic rotation capacity of high-strength concrete beams. In: Materials and Structures, v. 36, n. 1 (Januar 2003).
https://doi.org/10.1007/bf02481567
-
Bernardo, L. F. A. / Andrade, J. M. A. / Lopes, S. M. R. (2012): Modified Variable Angle Truss-Model for torsion in reinforced concrete beams. In: Materials and Structures, v. 45, n. 12 (Dezember 2012).
https://doi.org/10.1617/s11527-012-9876-4
-
Lopes, S. M. R. / Harrop, J. (2001): Flexural behaviour of prestressed continuous beams. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 146, n. 1 (Februar 2001).
https://doi.org/10.1680/stbu.2001.146.1.67
-
Dias, A. M. P. G. / Cruz, H. M. P. / Lopes, S. M. R. / van de Kuilen, J. W. (2010): Stiffness of dowel-type fasteners in timber–concrete joints. In: Proceedings of the Institution of Civil Engineers - Structures and Buildings, v. 163, n. 4 (August 2010).
https://doi.org/10.1680/stbu.2010.163.4.257
-
Bernardo, L. F. A. / Lopes, S. M. R. (2013): Plastic analysis and twist capacity of high-strength concrete hollow beams under pure torsion. In: Engineering Structures, v. 49 (April 2013).
https://doi.org/10.1016/j.engstruct.2012.10.030
-
Bernardo, L. F. A. / Andrade, J. M. A. / Lopes, S. M. R. (2012): Softened truss model for reinforced NSC and HSC beams under torsion: A comparative study. In: Engineering Structures, v. 42 (September 2012).
https://doi.org/10.1016/j.engstruct.2012.04.036
-
Lopes, S. M. R. / Bernardo, L. F. A. (2009): Twist behavior of high-strength concrete hollow beams–Formation of plastic hinges along the length. In: Engineering Structures, v. 31, n. 1 (Januar 2009).
https://doi.org/10.1016/j.engstruct.2008.08.003
-
Jorge, L. F. / Schänzlin, J. / Lopes, S. M. R. / Cruz, H. / Kuhlmann, U. (2010): Time-dependent behaviour of timber lightweight concrete composite floors. In: Engineering Structures, v. 32, n. 12 (Dezember 2010).
https://doi.org/10.1016/j.engstruct.2010.09.007
-
Lopes, S. M. R. / Simões, L. M. L. P. (1999): Influence of corrosion on prestress strands. In: Canadian Journal of Civil Engineering / Revue canadienne de génie civil, v. 26, n. 6 (Dezember 1999).
https://doi.org/10.1139/l99-043
-
Bernardo, L. F. A. / Lopes, S. M. R. (2004): Neutral Axis Depth versus Flexural Ductility in High-Strength Concrete Beams. In: Journal of Structural Engineering (ASCE), v. 130, n. 3 (März 2004).
https://doi.org/10.1061/(asce)0733-9445(2004)130:3(452)
-
Dias, A. M. P. G. / Lopes, S. M. R. / Van de Kuilen, J. W. G. / Cruz, H. M. P. (2007): Load-Carrying Capacity of Timber–Concrete Joints with Dowel-Type Fasteners. In: Journal of Structural Engineering (ASCE), v. 133, n. 5 (Mai 2007).
https://doi.org/10.1061/(asce)0733-9445(2007)133:5(720)
-
Lopes, S. M. R. / do Carmo, R. N. F. (2002): Bond of prestressed strands to concrete. Transfer rate and relationship between transmission length and tendon draw-in. In: Structural Concrete, v. 3, n. 3 (September 2002).
https://doi.org/10.1680/stco.2002.3.3.117
-
do Carmo, R. / Lopes, S. M. R. (2005): Influence of the shear force and transverse reinforcement ratio on plastic rotation capacity. In: Structural Concrete, v. 6, n. 3 (September 2005).
https://doi.org/10.1680/stco.2005.6.3.107
-
Bernardo, L. F. A. / Lopes, S. M. R. (2003): Flexural ductility of high-strength concrete beams. In: Structural Concrete, v. 4, n. 3 (September 2003).
https://doi.org/10.1680/stco.2003.4.3.135
-
do Carmo, R. N. F. / Lopes, S. M. R. / Bernardo, L. F. A. (2003): Theoretical model for the determination of plastic rotation capacity in reinforced concrete beams. In: Structural Concrete, v. 4, n. 2 (Juni 2003).
https://doi.org/10.1680/stco.2003.4.2.75