Search Results - "Candeias, P. X."

Seismic response of a small‑scale masonry groin vault: experimental investigation by performing quasi‑static and shake table tests by Bianchini, Nicoletta, Mendes, N., Calderini, C., Candeias, P. X., Rossi, M., Lourenço, Paulo B.

“…The seismic safety assessment of 3D complex structural elements of historic buildings, such as groin and rib vaults, is a challenge and experimental tests can…”
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Experimental Assessment of the Out-of-Plane Performance of Masonry Buildings Through Shaking Table Tests by Candeias, P. X., Campos Costa, A., Mendes, N., Costa, A. A., Lourenço, P. B.

“…This article presents the results of the LNEC-3D shaking table tests on two mock-ups, Brick House and Stone House, carried out in the scope of the workshop…”
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Shake table testing of a half-scale stone masonry building aggregate by Tomić, I., Penna, A., DeJong, M., Butenweg, C., Correia, A. A., Candeias, P. X., Senaldi, I., Guerrini, G., Malomo, D., Beyer, K.

“…Masonry aggregates have developed throughout city centres of Europe due to a centuries-long densification process that generally lacked consistent planning or…”
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Correction to: Seismic response of a small-scale masonry groin vault: experimental investigation by performing quasi-static and shake table tests by Bianchini, N., Mendes, N., Calderini, C., Candeias, P. X., Rossi, M., Lourenço, P. B.

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Shake-table testing of a stone masonry building aggregate: overview of blind prediction study by Tomić, I., Penna, A., DeJong, M., Butenweg, C., Correia, A. A., Candeias, P. X., Senaldi, I., Guerrini, G., Malomo, D., Wilding, B., Pettinga, D., Spanenburg, M., Galanakis, N., Oliver, S., Parisse, F., Marques, R., Cattari, S., Lourenço, P. B., Galvez, F., Dizhur, D., Ingham, J. M., Ramaglia, G., Lignola, G. P., Prota, A., AlShawa, O., Liberatore, D., Sorrentino, L., Gagliardo, R., Godio, M., Portioli, F., Landolfo, R., Solarino, F., Bianchini, N., Ciocci, M. P., Romanazzi, A., Aşıkoğlu, A., D’Anna, J., Ramirez, R., Romis, F., Marinković, M., Đorđević, F., Beyer, K.

“…City centres of Europe are often composed of unreinforced masonry structural aggregates, whose seismic response is challenging to predict. To advance the state…”
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Out-of-plane shake table test of a rammed earth sub-assembly by Romanazzi, A., Oliveira, D. V., Silva, R. A., Candeias, P. X., Costa, A. C., Carvalho, A.

“…Rammed earth construction is spread worldwide in new buildings and also as architectural heritage, representing a cultural identity that must be preserved…”
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Shaking table testing for masonry infill walls: unreinforced versus reinforced solutions by Lourenço, Paulo B., Leite, João M., Paulo-Pereira, Manuel F., Campos-Costa, A., Candeias, P. X., Mendes, Nuno

“…Several factors influence the behaviour of infilled frames, which have been a subject of research in the past with moderate success. The new generation of…”
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