Publicações

Aguilar, R., Torrealva, D., Moreira, S., Pando, M. A., & Ramos, L. F. (Eds.). (2019). Structural Analysis of Historical Constructions (Vol. 18). Cham: Springer International Publishing. https://doi.org/10.1007/978-3-319-99441-3

Briceño, C., Gonzales, M., Yaya, C., Moreira, S., & Aguilar, R. (2019). Preliminary Structural Diagnosis of the Sacsamarca Church in Peru Using Photogrammetry and IR Thermography. In A. R., T. D., M. S., P. M.A., & R. L.F. (Eds.), Structural Analysis of Historical Constructions. RILEM Bookseries (pp. 2431–2438). Springer, Cham. https://doi.org/10.1007/978-3-319-99441-3_261

Noel, M. F., Moreira, S., Briceño, C., López-Hurtado, E., & Aguilar, R. (2019). Seismic Assessment of the Church of San Sebastian in Cusco, Peru by Means of Pushover Nonlinear Analysis. In A. R., T. D., M. S., P. M.A., & R. L.F. (Eds.), Structural Analysis of Historical Constructions. RILEM Bookseries (pp. 1462–1470). Springer, Cham. https://doi.org/10.1007/978-3-319-99441-3_157

Briceño, C., Moreira, S., Noel, M. F., Gonzales, M., Vila-Chã, E., & Aguilar, R. (2018). Seismic Vulnerability Assessment of a 17th Century Adobe Church in the Peruvian Andes. International Journal of Architectural Heritage. https://doi.org/10.1080/15583058.2018.1497224

Herrera, J., Moreira, S., Aguilar, R., Ramos, L. F., Sturm, T., Lourenço, P. B., & Campos, A. (2018). Nonlinear static and dynamic analysis of a dry-stack iceb masonry house tested on a shaking table. In K. Pitilakis (Ed.), Recent Advances in Earthquake Engineering in Europe. 16th European Conference on Earthquake Engineering-Thessaloniki 2018 (Vol. 46). Cham: Springer International Publishing. https://doi.org/10.1007/978-3-319-75741-4

Muñoz, R., Lourenço, P. B., & Moreira, S. (2018). Experimental results on mechanical behaviour of metal anchors in historic stone masonry. Construction and Building Materials. https://doi.org/10.1016/j.conbuildmat.2017.12.090

Moreira, S., Ramos, L. F., Oliveira, D. V., Lourenço, P. B., & Cóias, V. S. (2016). Seismic design of tension wall-diaphragm anchorage for historical unreinforced masonry buildings. In V. B. K., V. E., & V. B. K. (Eds.), Structural Analysis of Historical Constructions: Anamnesis, diagnosis, therapy, controls - Proceedings of the 10th International Conference on Structural Analysis of Historical Constructions, SAHC 2016 (pp. 1590–1597). CRC Press/Balkema.

Ramos, L. F., Lourenço, P. B., Vermeltfoort, A. T., & Moreira, S. (2016). A students’ challenge for the estimation of the maximum compressive load of masonry prisms / Studentenwettbewerb zur Ermittlung der maximalen Druckfestigkeit von Mauerwerksprismen. Mauerwerk, 20(5), 352–363. https://doi.org/10.1002/dama.201600707

Moreira, S., Ramos, L. F., Oliveira, D. V, & Lourenço, P. B. (2016). Design Parameters for Seismically Retrofitted Masonry-To-Timber Connections: Injection Anchors. In International Journal of Architectural Heritage (Vol. 10, pp. 217–234). https://doi.org/10.1080/15583058.2015.1113339

Moreira, S., Oliveira, D. V., Ramos, L. F., Lourenço, P. B., & Cóias, V. (2016). Dimensionamento de reforço sísmico de ligações parede-piso. In 10o Congresso Nacional de Sismologia e Engenharia Sísmica. Azores, Portugal.

Moreira, S. (2015). Seismic retrofit of masonry-to-timber connections in historical constructions. University of Minho.

Moreira, S., Ramos, L. F., Oliveira, D. V., Lourenço, P. B., & Mateus, L. (2014). Developing a seismic retrofitting solution for wall-to-floor connections of URM buildings with wood diaphragms. In P. B. Lourenço, B. Haseltine, & G. Vasconcelos (Eds.), 9th International Masonry Conference. Guimarães, Portugal: International Masonry Society.

Moreira, S., Ramos, L. F., Csikai, B., & Bastos, P. (2014). Bond behavior of twisted stainless steel bars in mortar joints. In P. B. Lourenço, B. Haseltine, & G. Vasconcelos (Eds.), 9th International Masonry Conference. Guimarães, Portugal: International Masonry Society. Retrieved from http://hdl.handle.net/1822/30900

Moreira, S., Ramos, L. F., Oliveira, D. V., & Lourenço, P. B. (2014a). Design Parameters for Retrofitted Masonry To Timber Connections. In F. Peña & M. Chávez (Eds.), SAHC2014–9th International Conference on Structural Analysis of Historical Constructions. Mexico City.

Csikai, B., Ramos, L. F., Basto, P., Moreira, S., & Lourenço, P. B. (2014). Flexural Out-of-Plane Retroftting Technique for Masonry Walls in Historical Constructions. In F. Peña & M. Chávez (Eds.), SAHC2014–9th International Conference on Structural Analysis of Historical Constructions. Mexico City.

Moreira, S., Ramos, L. F., Oliveira, D. V., & Lourenço, P. B. (2014b). Experimental behavior of masonry wall-to-timber elements connections strengthened with injection anchors. Engineering Structures, 81, 98–109. https://doi.org/10.1016/j.engstruct.2014.09.034

Moreira, S., Ramos, L. F., Oliveira, D. V., Mateus, L., Lourenço, P. B., & Cóias, V. (2014). Caracterização experimental do reforço de ligações parede-piso. In 5as Jornadas Portuguesas de Engenharia de Estruturas. Coimbra. Retrieved from http://hdl.handle.net/1822/21855

Moreira, S., Oliveira, D. V., Ramos, L. F., & Lourenço, P. B. (2013). Experimental Research on Masonry Wall and Timber Elements Connection. In Iit Madras. (Ed.), International Conference, Chennai, India, 13th (pp. 191–201). Retrieved from http://hdl.handle.net/1822/26841

Moreira, S., Ramos, L. F., Oliveira, D. V., Fernandes, R., Guerreiro, J., & Lourenço, P. B. (2012). Experimental seismic behaviour of wall-to-half-timbered wall connections. In Jasieńko, J. & D. W. Edukacyjne (Eds.), SAHC 2012 - 8th International Conference on Structural Analysis of Historical Constructions. Wrocław, Poland.

Moreira, S., Oliveira, D. V, Ramos, L. F., Lourenço, P. B., Fernandes, R., & Guerreiro, J. (2012). Experimental study on the seismic behavior of masonry wall-to-floor connections. In 15th World Conference on Earthquake Engineering.

Sessões Técnicas

Moreira, S. (2014). Desenvolvimento de soluções de reforço sísmico para edifícios de alvenaria simples. Em Sessão Técnica da Ordem dos Engenheiros. Viseu, Vila Real e Braga, Portugal.