{"id":543,"date":"2014-01-15T15:56:58","date_gmt":"2014-01-15T14:56:58","guid":{"rendered":"http:\/\/eduacero.com\/revista\/?p=543"},"modified":"2014-01-15T15:56:58","modified_gmt":"2014-01-15T14:56:58","slug":"cable-stayed-footbridge-construction-project-over-the-a-7-motorway-located-in-barbera-del-valles","status":"publish","type":"post","link":"https:\/\/revista.eduacero.upc.edu\/?p=543","title":{"rendered":"Cable stayed footbridge construction project over the A-7 motorway (Barber\u00e0 del Vall\u00e8s)"},"content":{"rendered":"<p><iframe loading=\"lazy\" src=\"http:\/\/www.youtube.com\/embed\/fUYVWUz04q4\" frameborder=\"0\" width=\"640\" height=\"390\"><\/iframe><br \/>\nDue to the social demand of neighbourhood of Barber\u00e0 del Vall\u00e8s (Barcelona), a cable stayed<br \/>\nfootbridge of 200m length between the village of Barber\u00e1 del Vall\u00e9s and the Baricentro<br \/>\nshopping centre is designed. These areas have been historically segregated by many road and<br \/>\nrailway infrastructures.<br \/>\nThe current economic crisis implies careful consideration in terms of cost and conditioning<br \/>\nfactors of the project. All these factors lead to perform an iterative process for the design and<br \/>\nconception of each footbridge structural element. The high induced concentrated loads at<br \/>\nanchors and at the top panel of the box girder are important issues that need to be analysed, in<br \/>\norder to assure the integrity of the structure in both service as during construction.<br \/>\nThe presented paper intends to show the practical utility of patch loading analysis using FEM.<br \/>\nSteel panels may yield due to the local effects, requiring an iterative process to select the<br \/>\nadequate stiffener thickness that assure structural stability at ultimate limit states.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Due to the social demand of neighbourhood of Barber\u00e0 del Vall\u00e8s (Barcelona), a cable stayed footbridge<\/p>\n","protected":false},"author":3,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"video","meta":{"footnotes":"","_links_to":"","_links_to_target":""},"categories":[10,20,21,26],"tags":[],"class_list":["post-543","post","type-post","status-publish","format-video","hentry","category-estructuras-singulares","category-proyecto-de-estructuras-metalicas","category-puentes","category-volumen-2-2013","post_format-post-format-video","column","threecol"],"_links":{"self":[{"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=\/wp\/v2\/posts\/543","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=\/wp\/v2\/users\/3"}],"replies":[{"embeddable":true,"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=543"}],"version-history":[{"count":0,"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=\/wp\/v2\/posts\/543\/revisions"}],"wp:attachment":[{"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=543"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=%2Fwp%2Fv2%2Fcategories&post=543"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/revista.eduacero.upc.edu\/index.php?rest_route=%2Fwp%2Fv2%2Ftags&post=543"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}