{"id":526,"date":"2021-12-21T17:36:08","date_gmt":"2021-12-21T17:36:08","guid":{"rendered":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/2021\/12\/21\/isolamento-sismico-ad-alta-dissipazione-2\/"},"modified":"2021-12-21T17:36:08","modified_gmt":"2021-12-21T17:36:08","slug":"isolamento-sismico-ad-alta-dissipazione-2","status":"publish","type":"post","link":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/2021\/12\/21\/isolamento-sismico-ad-alta-dissipazione-2\/","title":{"rendered":"Isolamento sismico ad alta dissipazione"},"content":{"rendered":"<p>Isolamento sismico edificio residenziale Via Cimabue, 12 &#8211; Bologna<br \/>\nModello numerico\u00a0<a href=\"https:\/\/www.linkedin.com\/feed\/hashtag\/?keywords=etabs&amp;highlightedUpdateUrns=urn%3Ali%3Aactivity%3A6878987906938093568\" data-attribute-index=\"0\">#ETABS<\/a>,\u00a0<a href=\"https:\/\/www.linkedin.com\/feed\/hashtag\/?keywords=safe&amp;highlightedUpdateUrns=urn%3Ali%3Aactivity%3A6878987906938093568\" data-attribute-index=\"1\">#SAFE<\/a>\u00a0e\u00a0<a href=\"https:\/\/www.linkedin.com\/feed\/hashtag\/?keywords=vis&amp;highlightedUpdateUrns=urn%3Ali%3Aactivity%3A6878987906938093568\" data-attribute-index=\"2\">#VIS<\/a>, analisi dinamica non lineare, metodo FNA.<br \/>\n&#8211; committente: Le Terrazze, srl<br \/>\n&#8211; architettonico: arch. Marco Prodi<br \/>\n&#8211; strutturale: ing.\u00a0<a href=\"https:\/\/www.linkedin.com\/in\/ACoAAAlXs1wBik1XBVTAxAGF5PxvN_sNLo8UOOg\" data-attribute-index=\"3\" data-entity-hovercard-id=\"urn:li:fs_miniProfile:ACoAAAlXs1wBik1XBVTAxAGF5PxvN_sNLo8UOOg\" data-entity-type=\"MINI_PROFILE\">Marco Benazzi<\/a>,\u00a0<a href=\"https:\/\/www.linkedin.com\/company\/mezzadringegneria-srl\/\" data-attribute-index=\"5\" data-entity-hovercard-id=\"urn:li:fs_miniCompany:28898229\" data-entity-type=\"MINI_COMPANY\">Mezzadringegneria S.r.l.<\/a><br \/>\n&#8211; geotecnico: ing. Marco Franceschini,\u00a0<a href=\"https:\/\/www.linkedin.com\/company\/teleios-s-r-l-\/\" data-attribute-index=\"7\" data-entity-hovercard-id=\"urn:li:fs_miniCompany:2933646\" data-entity-type=\"MINI_COMPANY\">Teleios S.r.l.<\/a><\/p>\n<p>Isolamento sismico ad alta dissipazione: appoggi scorrevoli e contrasti fluido-viscosi<\/p>\n<div style=\"width: 1021px;\" class=\"wp-video\"><video class=\"wp-video-shortcode\" id=\"video-526-1\" width=\"1021\" height=\"574\" preload=\"metadata\" controls=\"controls\"><source type=\"video\/mp4\" src=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/LeTerrazzeBologna.mp4?_=1\" \/><a href=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/LeTerrazzeBologna.mp4\">https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-content\/uploads\/2021\/12\/LeTerrazzeBologna.mp4<\/a><\/video><\/div>\n<p>Dati edificio:<br \/>\n&#8211; peso totale, W = 460.000 kN<br \/>\n&#8211; periodo di isolamento, T = 2.8&#8221;<br \/>\n&#8211; spostamento elastico SLC atteso, D = 300mm<br \/>\n&#8211; spostamento SLC ottenuto, D = 100mm<br \/>\n&#8211; smorzamento equivalente, x = 40%<\/p>\n<p><a href=\"https:\/\/www.linkedin.com\/feed\/hashtag\/?keywords=baseisolation&amp;highlightedUpdateUrns=urn%3Ali%3Aactivity%3A6878987906938093568\" data-attribute-index=\"9\">#baseisolation<\/a>\u00a0<a href=\"https:\/\/www.linkedin.com\/feed\/hashtag\/?keywords=fluidviscousdampers&amp;highlightedUpdateUrns=urn%3Ali%3Aactivity%3A6878987906938093568\" data-attribute-index=\"10\">#fluidviscousdampers<\/a>\u00a0<a href=\"https:\/\/www.linkedin.com\/feed\/hashtag\/?keywords=sliders&amp;highlightedUpdateUrns=urn%3Ali%3Aactivity%3A6878987906938093568\" data-attribute-index=\"11\">#sliders<\/a>\u00a0<a href=\"https:\/\/www.linkedin.com\/feed\/hashtag\/?keywords=fastnonlinearanalysis&amp;highlightedUpdateUrns=urn%3Ali%3Aactivity%3A6878987906938093568\" data-attribute-index=\"12\">#fastnonlinearanalysis<\/a>\u00a0<a href=\"https:\/\/www.linkedin.com\/feed\/hashtag\/?keywords=etabs&amp;highlightedUpdateUrns=urn%3Ali%3Aactivity%3A6878987906938093568\" data-attribute-index=\"13\">#etabs<\/a>\u00a0<a href=\"https:\/\/www.linkedin.com\/feed\/hashtag\/?keywords=safe&amp;highlightedUpdateUrns=urn%3Ali%3Aactivity%3A6878987906938093568\" data-attribute-index=\"14\">#safe<\/a>\u00a0<a href=\"https:\/\/www.linkedin.com\/feed\/hashtag\/?keywords=vis&amp;highlightedUpdateUrns=urn%3Ali%3Aactivity%3A6878987906938093568\" data-attribute-index=\"15\">#vis<\/a><br \/>\n<a href=\"https:\/\/www.linkedin.com\/company\/csiamerica\/\" data-attribute-index=\"16\" data-entity-hovercard-id=\"urn:li:fs_miniCompany:142117\" data-entity-type=\"MINI_COMPANY\">Computers and Structures, Inc.<\/a>,\u00a0<a href=\"https:\/\/www.linkedin.com\/company\/csi-italia\/\" data-attribute-index=\"18\" data-entity-hovercard-id=\"urn:li:fs_miniCompany:5237986\" data-entity-type=\"MINI_COMPANY\">CSi Italia srl<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Isolamento sismico edificio residenziale Via Cimabue, 12 &#8211; Bologna Modello numerico\u00a0#ETABS,\u00a0#SAFE\u00a0e\u00a0#VIS, analisi dinamica non lineare, metodo FNA. &#8211; committente: Le Terrazze, srl &#8211; architettonico: arch. Marco Prodi &#8211; strutturale: ing.\u00a0Marco Benazzi,\u00a0Mezzadringegneria S.r.l. &#8211; geotecnico: ing. Marco Franceschini,\u00a0Teleios S.r.l. Isolamento sismico ad alta dissipazione: appoggi scorrevoli e contrasti fluido-viscosi Dati edificio: &hellip;<\/p>\n<div class=\"wrap-excerpt-more\"><a class=\"excerpt-more\" href=\"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/2021\/12\/21\/isolamento-sismico-ad-alta-dissipazione-2\/\">Read more<\/a><\/div>\n","protected":false},"author":1,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"_mi_skip_tracking":false,"footnotes":""},"categories":[22,7,1],"tags":[33,35,20,32,34],"class_list":["post-526","post","type-post","status-publish","format-standard","hentry","category-all","category-modellazionefem","category-protezionesismica","tag-fluid-viscous-damper","tag-friction","tag-isolamento-sismico","tag-sfv","tag-slider","post--no-featured-image"],"aioseo_notices":[],"_links":{"self":[{"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts\/526","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/comments?post=526"}],"version-history":[{"count":0,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/posts\/526\/revisions"}],"wp:attachment":[{"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/media?parent=526"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/categories?post=526"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/lnx.leonardobandini.it\/ingegneria-sismica\/wp-json\/wp\/v2\/tags?post=526"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}