<?xml version="1.0" encoding="UTF-8"?><xml><records><record><source-app name="Biblio" version="6.x">Drupal-Biblio</source-app><ref-type>17</ref-type><contributors><authors><author><style face="normal" font="default" size="100%">Amarante dos Santos, Filipe</style></author><author><style face="normal" font="default" size="100%">Corneliu Cismasiu</style></author><author><style face="normal" font="default" size="100%">Chiara Bedon</style></author></authors></contributors><titles><title><style face="normal" font="default" size="100%">Smart glazed cable façade subjected to a blast loading</style></title><secondary-title><style face="normal" font="default" size="100%">Proceedings of the Institution of Civil Engineers-Structures and Buildings</style></secondary-title></titles><dates><year><style  face="normal" font="default" size="100%">2015</style></year></dates><publisher><style face="normal" font="default" size="100%">Thomas Telford Ltd</style></publisher><pages><style face="normal" font="default" size="100%">1–10</style></pages><language><style face="normal" font="default" size="100%">eng</style></language><abstract><style face="normal" font="default" size="100%">&lt;p&gt;This paper investigates the dynamic behaviour of cable-supported glazing façades&lt;br /&gt;
subjected to medium-level air blast loads. Preliminary numerical studies are carried-out in&lt;br /&gt;
SAP2000 by means of a geometrically refined and simplified lumped-mass finite-element&lt;br /&gt;
numerical model, in order to assess the major effects of the design blast load in the main&lt;br /&gt;
façade components. As shown, both the glass panels and the cable system are able to&lt;br /&gt;
properly accommodate the incoming impulsive loads, typically involving extreme ...&lt;/p&gt;
</style></abstract><notes><style face="normal" font="default" size="100%">&lt;p&gt;n/a&lt;/p&gt;
</style></notes></record></records></xml>