Search Results - "Candeias, Paulo X."

Triaxial shake table testing of an integrated low‐damage building system by Pampanin, Stefano, Ciurlanti, Jonathan, Bianchi, Simona, Perrone, Daniele, Granello, Gabriele, Palmieri, Michele, Grant, Damian N., Palermo, Alessandro, Costa, Alfredo Campos, Candeias, Paulo X., Correia, António A.

“…Lessons from recent earthquakes have provided a tough reality check of the traditional seismic design approach and technologies, highlighting the urgent need…”
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Dataset from the dynamic shake-table experiments on a full-scale unreinforced clay-brick masonry building with chimneys by Kallioras, Stylianos, Correia, António A., Candeias, Paulo X., Campos Costa, Alfredo, Graziotti, Francesco

“…This data paper outlines detailed information on the acquisition and use of sensor measurements from shake-table experiments on a full-scale unreinforced…”
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Risk and Resilience Assessment of Lisbon’s School Buildings Based on Seismic Scenarios by Ribeiro, Filipe L., Candeias, Paulo X., Correia, António A., Carvalho, Alexandra R., Costa, Alfredo Campos

“…The safety and resilience of school buildings against natural disasters is of paramount importance since schools represent a reference point for communities…”
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Shake‐table tests of innovative drift sensitive nonstructural elements in a low‐damage structural system by Bianchi, Simona, Ciurlanti, Jonathan, Perrone, Daniele, Filiatrault, André, Costa, Alfredo Campos, Candeias, Paulo X., Correia, António A., Pampanin, Stefano

“…Post‐earthquake damage reports have continuously highlighted the significant vulnerability of nonstructural elements to seismic events. Nonstructural damage…”
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Two-way bending out-of-plane collapse of a full-scale URM building tested on a shake table by Tomassetti, Umberto, Correia, António A., Candeias, Paulo X., Graziotti, Francesco, Campos Costa, Alfredo

“…This paper describes a shake table test on a one-storey full-scale unreinforced masonry structure, which complements an earlier testing of a two-storey…”
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Seismic Vulnerability Assessment of a RC Pedestrian Crossing by Cismaşiu, Corneliu, Santos, Filipe P. AmaranteDos, Perdigão, Rui A. Da Silva, Bernardo, Vasco M. S., Candeias, Paulo X., Carvalho, Alexandra R., Guerreiro, Luís M. C.

“…The paper addresses the seismic vulnerability assessment of a multi-span footbridge, prone to span unseating due to shorter seat lengths. The structure is…”
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