{"id":2332,"date":"2019-01-23T09:46:41","date_gmt":"2019-01-23T08:46:41","guid":{"rendered":"https:\/\/cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/"},"modified":"2019-01-23T09:46:41","modified_gmt":"2019-01-23T08:46:41","slug":"adeguamento-sismico","status":"publish","type":"post","link":"https:\/\/cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/","title":{"rendered":"ADEGUAMENTO SISMICO"},"content":{"rendered":"<div><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-facebook nolightbox\" data-provider=\"facebook\" target=\"_blank\" rel=\"nofollow\" title=\"Share on Facebook\" href=\"http:\/\/www.facebook.com\/sharer.php?u=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;t=ADEGUAMENTO%20SISMICO&#038;s=100&#038;p%5Burl%5D=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;p%5Bimages%5D%5B0%5D=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fwp-content%2Fuploads%2F2018%2F04%2FIMG_20180404_095549_047.jpg&#038;p%5Btitle%5D=ADEGUAMENTO%20SISMICO\" style=\"font-size: 0px; 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width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i0.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/mail.png?resize=48%2C48\"><\/a><\/p>\n<ul>\n<li>Lavori di ampliamento con completamento del secondo piano<\/li>\n<\/ul>\n<p>ADEGUAMENTO SISMICO<\/p>\n<p>L\u2019edificio oggetto della presente relazione di calcolo si estende per due piani fuori terra adibiti a civile abitazione.<\/p>\n<p>Il sistema strutturale resistente \u00e8 del tipo \u201c<strong>Muratura Portante<\/strong>\u201d costituita da blocchi lapidei squadrati in tufo mentre gli orizzontamenti sono del tipo latero cementizio.<\/p>\n<p>Il progetto prevede l\u2019ampliamento del fabbricato con completamento del secondo piano in muratura portante costituita da blocchi in laterizio antisismici e copertura in <strong>Legno Lamellare GL24c<\/strong>.<\/p>\n<p>Sono previsti inoltre una serie di rinforzi tramite intonaco armato sull\u2019intero edificio al fine di conferire alla muratura esistente migliori caratteristiche meccaniche che ne permettano un completo <strong>Adeguamento<\/strong> in termini sismici secondo quanto prescritto dalle norme vigenti.<\/p>\n<p><a class=\"synved-social-button synved-social-button-share synved-social-size-48 synved-social-resolution-single synved-social-provider-facebook nolightbox\" data-provider=\"facebook\" target=\"_blank\" rel=\"nofollow\" title=\"Share on Facebook\" href=\"http:\/\/www.facebook.com\/sharer.php?u=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;t=ADEGUAMENTO%20SISMICO&#038;s=100&#038;p%5Burl%5D=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fadeguamento-sismico%2F&#038;p%5Bimages%5D%5B0%5D=http%3A%2F%2Fwww.calcolostrutture.com%2Fblog%2Fwp-content%2Fuploads%2F2018%2F04%2FIMG_20180404_095549_047.jpg&#038;p%5Btitle%5D=ADEGUAMENTO%20SISMICO\" style=\"font-size: 0px; 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width:48px;height:48px; margin: 0; padding: 0; border: none; box-shadow: none;\" src=\"https:\/\/i0.wp.com\/www.calcolostrutture.com\/blog\/wp-content\/plugins\/social-media-feather\/synved-social\/image\/social\/regular\/96x96\/mail.png?resize=48%2C48\"><\/a><\/div>\n<p><a href=\"http:\/\/www.calcolostrutture.com\/blog\/adeguamento-sismico\/\">Vai alla fonte.<\/a><\/p>\n<p>Autore: calcolostrutture<\/p>\n<p class=\"wpematico_credit\"><small>Powered by <a href=\"http:\/\/www.wpematico.com\" target=\"_blank\">WPeMatico<\/a><\/small><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Lavori di ampliamento con completamento del secondo piano ADEGUAMENTO SISMICO L\u2019edificio oggetto della presente relazione di calcolo si estende per due piani fuori terra adibiti a civile abitazione. Il sistema strutturale resistente \u00e8 del tipo \u201cMuratura Portante\u201d costituita da blocchi lapidei squadrati in tufo mentre gli orizzontamenti sono del tipo [&hellip;]<\/p>\n","protected":false},"author":8,"featured_media":2333,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"_jetpack_newsletter_access":"","_jetpack_dont_email_post_to_subs":false,"_jetpack_newsletter_tier_id":0,"_jetpack_memberships_contains_paywalled_content":false,"_jetpack_hide_featured_image":false,"_jetpack_featured_image_duplicate_dismissed":0,"_jetpack_feature_clip_id":0,"_jetpack_memberships_contains_paid_content":false,"footnotes":"","jetpack_post_was_ever_published":false},"categories":[62],"tags":[],"class_list":["post-2332","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-ingegneria"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v28.8 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>ADEGUAMENTO SISMICO - CFD FEA\/FEM Service<\/title>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/cfdfeaservice.it\/index.php\/2019\/01\/23\/adeguamento-sismico\/\" \/>\n<meta property=\"og:locale\" content=\"en_GB\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"ADEGUAMENTO SISMICO - CFD FEA\/FEM Service\" \/>\n<meta property=\"og:description\" content=\"Lavori di ampliamento con completamento del secondo piano ADEGUAMENTO SISMICO L\u2019edificio oggetto della presente relazione di calcolo si estende per due piani fuori terra adibiti a civile abitazione. 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