{"id":57207,"date":"2017-12-12T13:58:55","date_gmt":"2017-12-12T12:58:55","guid":{"rendered":"http:\/\/www.elea.si\/portfolio\/stozice-sports-park-shopping-centre-ljubljana\/"},"modified":"2024-04-17T14:30:28","modified_gmt":"2024-04-17T12:30:28","slug":"stozice-sports-park-shopping-centre-ljubljana","status":"publish","type":"portfolio","link":"https:\/\/www.elea.si\/en\/portfolio\/stozice-sports-park-shopping-centre-ljubljana\/","title":{"rendered":"Sto\u017eice sports park \u2013 shopping centre, Ljubljana"},"content":{"rendered":"","protected":false},"excerpt":{"rendered":"<p>The Sto\u017eice sports park extends over an area of 182,600 m\u00b2. The premises at the northern bypass include a sports hall, a stadium, and a subterranean commercial facility with garages.<\/p>\n<p>The centre\u2019s facility dedicated to commerce and parking is completely buried and has several storeys. It is divided into several dilatation units. Level +1.00 represents a green roof with a park. The commercial centre, delivery routes and part of parking places are located at level -6.00, parking places for personal vehicles are located at level -9.50, parking for buses and personal vehicles is located at level -13.00.<\/p>\n<p>The commercial\/garage facility is designed as a partly prefabricated frame construction which is reinforced by concrete walls due to huge earthquake forces. The cover panel (the panel at benchmark +0.10 m) is 40 cm thick and subsequently tensioned with cables. Prefabricated columns from reinforced concrete are arranged in a grid of 8 x 12 m. Prefabricated omega beams extend in shorter direction between the columns and span a gap of 8.0 m. Prefabricated hollow pre-stressed panels which extend over the longer gap L=12 m abut on the prefabricated beams. The construction has a shallow foundation on individual footing and strip footing, while staircase cores and lift shafts are founded on foundation plates.<\/p>\n","protected":false},"author":1,"featured_media":59219,"parent":0,"menu_order":116,"comment_status":"closed","ping_status":"closed","template":"","meta":{"footnotes":""},"portfolio_category":[92,172,173],"class_list":["post-57207","portfolio","type-portfolio","status-publish","has-post-thumbnail","hentry","portfolio_category-structural-engineering","portfolio_category-research-development-and-innovation","portfolio_category-green-roofs-and-or-facades"],"_links":{"self":[{"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/portfolio\/57207","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/portfolio"}],"about":[{"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/types\/portfolio"}],"author":[{"embeddable":true,"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/comments?post=57207"}],"version-history":[{"count":1,"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/portfolio\/57207\/revisions"}],"predecessor-version":[{"id":57211,"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/portfolio\/57207\/revisions\/57211"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/media\/59219"}],"wp:attachment":[{"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/media?parent=57207"}],"wp:term":[{"taxonomy":"portfolio_category","embeddable":true,"href":"https:\/\/www.elea.si\/en\/wp-json\/wp\/v2\/portfolio_category?post=57207"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}