{"id":9160,"date":"2023-05-08T09:07:05","date_gmt":"2023-05-08T08:07:05","guid":{"rendered":"https:\/\/www.trillini.com\/?post_type=avada_portfolio&#038;p=9160"},"modified":"2024-10-24T15:06:04","modified_gmt":"2024-10-24T14:06:04","slug":"structural-deck-verification","status":"publish","type":"avada_portfolio","link":"https:\/\/www.trillini.com\/en\/portfolio-items\/structural-deck-verification\/","title":{"rendered":"STRUCTURAL DECK VERIFICATION \u2013 ELEVATION +19500: ELECTRICAL CRANE REPLACEMENT"},"content":{"rendered":"<p><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-1 hundred-percent-fullwidth non-hundred-percent-height-scrolling\"  style='background-color: rgba(255,255,255,0);background-position: center center;background-repeat: no-repeat;padding-top:20px;padding-right:0px;padding-bottom:20px;padding-left:0px;margin-bottom: 80px;margin-top: -150px;'><div class=\"fusion-builder-row fusion-row \"><div  class=\"fusion-layout-column fusion_builder_column fusion_builder_column_1_1 fusion-builder-column-1 fusion-one-full fusion-column-first fusion-column-last 1_1\"  style='margin-top:0px;margin-bottom:20px;'>\n\t\t\t\t\t<div class=\"fusion-column-wrapper\" style=\"background-color:#4e87a0;padding: 0px 0px 0px 0px;background-position:left top;background-repeat:no-repeat;-webkit-background-size:cover;-moz-background-size:cover;-o-background-size:cover;background-size:cover;\"   data-bg-url=\"\">\n\t\t\t\t\t\t<div class=\"fusion-column-content-centered\"><div class=\"fusion-column-content\"><div class=\"fusion-text\"><h1 style=\"text-align: center;\"><span style=\"color: #333333;\"><strong><span class=\"OYPEnA font-feature-liga-off font-feature-clig-off font-feature-calt-off text-decoration-none text-strikethrough-none\">STRUCTURAL DECK VERIFICATION \u2013 ELEVATION +19500: ELECTRICAL CRANE REPLACEMENT<\/span><\/strong><\/span><\/h1>\n<\/div><\/div><\/div><div class=\"fusion-clearfix\"><\/div>\n\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div><\/div><\/div><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-2 nonhundred-percent-fullwidth non-hundred-percent-height-scrolling\"  style='background-color: rgba(255,255,255,0);background-position: center center;background-repeat: no-repeat;padding-top:20px;padding-right:0px;padding-bottom:20px;padding-left:0px;'><div class=\"fusion-builder-row fusion-row \"><div  class=\"fusion-layout-column fusion_builder_column fusion_builder_column_2_3 fusion-builder-column-2 fusion-two-third fusion-column-first 2_3\"  style='margin-top:0px;margin-bottom:20px;width:66.66%;width:calc(66.66% - ( ( 4% ) * 0.6666 ) );margin-right: 4%;'>\n\t\t\t\t\t<div class=\"fusion-column-wrapper\" style=\"padding: 0px 0px 0px 0px;background-position:left top;background-repeat:no-repeat;-webkit-background-size:cover;-moz-background-size:cover;-o-background-size:cover;background-size:cover;\"   data-bg-url=\"\">\n\t\t\t\t\t\t<style type=\"text\/css\"><\/style><div class=\"fusion-title title fusion-title-1 fusion-sep-none fusion-title-text fusion-title-size-one\" style=\"margin-top:0px;margin-bottom:31px;\"><h1 class=\"title-heading-left\" style=\"margin:0;letter-spacing:3px;color:#4e87a0;\"><h2><strong><span style=\"color: #4e87a0;\">OBJECTIVES<\/span><\/strong><\/h2><\/h1><\/div><div class=\"fusion-text\"><p><span class=\"OYPEnA font-feature-liga-off font-feature-clig-off font-feature-calt-off text-decoration-none text-strikethrough-none\">The objective of the project was to assess the structural capacity of the deck of the Garibaldi Cluster platform after replacing the old hoist with a new crane, identifying possible local reinforcement systems to adapt the deck to the new design loads.<\/span><\/p>\n<\/div><div class=\"fusion-clearfix\"><\/div>\n\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div><div  class=\"fusion-layout-column fusion_builder_column fusion_builder_column_1_3 fusion-builder-column-3 fusion-one-third fusion-column-last 1_3\"  style='margin-top:0px;margin-bottom:20px;width:33.33%;width:calc(33.33% - ( ( 4% ) * 0.3333 ) );'>\n\t\t\t\t\t<div class=\"fusion-column-wrapper\" style=\"background-color:#edecec;padding: 20px 20px 20px 20px;background-position:left top;background-repeat:no-repeat;-webkit-background-size:cover;-moz-background-size:cover;-o-background-size:cover;background-size:cover;\"   data-bg-url=\"\">\n\t\t\t\t\t\t<div class=\"fusion-text\"><p><strong>Sector:<\/strong> Oil&amp;Gas<br \/>\n<strong>Year: <\/strong>2021<br \/>\n<strong>Place: <\/strong>Piattaforma Garibaldi Cluster, Mar Adriatico<br \/>\n<strong>Direct client:<\/strong> Rosetti Marino<br \/>\n<strong>Final client: <\/strong>ENI S.p.a.<\/p>\n<\/div><div class=\"fusion-clearfix\"><\/div>\n\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div><div  class=\"fusion-layout-column fusion_builder_column fusion_builder_column_2_3 fusion-builder-column-4 fusion-two-third fusion-column-first 2_3\"  style='margin-top:0px;margin-bottom:20px;width:66.66%;width:calc(66.66% - ( ( 4% ) * 0.6666 ) );margin-right: 4%;'>\n\t\t\t\t\t<div class=\"fusion-column-wrapper\" style=\"padding: 0px 0px 0px 0px;background-position:left top;background-repeat:no-repeat;-webkit-background-size:cover;-moz-background-size:cover;-o-background-size:cover;background-size:cover;\"   data-bg-url=\"\">\n\t\t\t\t\t\t<style type=\"text\/css\"><\/style><div class=\"fusion-title title fusion-title-2 fusion-sep-none fusion-title-text fusion-title-size-two\" style=\"margin-top:0px;margin-bottom:31px;\"><h2 class=\"title-heading-left\" style=\"margin:0;letter-spacing:3PX;color:#4e87a0;\"><h2><strong><span style=\"color: #4e87a0;\">MAIN ACTIVITIES<br \/>\n<\/span><\/strong><\/h2><\/h2><\/div><div class=\"fusion-text\"><ul>\n<li><span class=\"OYPEnA font-feature-liga-off font-feature-clig-off font-feature-calt-off text-decoration-none text-strikethrough-none\">Modeling and calculation using finite element software;<\/span><\/li>\n<li><span class=\"OYPEnA font-feature-liga-off font-feature-clig-off font-feature-calt-off text-decoration-none text-strikethrough-none\">Structural design and verification;<\/span><\/li>\n<li><span class=\"OYPEnA font-feature-liga-off font-feature-clig-off font-feature-calt-off text-decoration-none text-strikethrough-none\">Creation of detailed graphic drawings related to the current and future state of the deck.<\/span><\/li>\n<\/ul>\n<\/div><style type=\"text\/css\"><\/style><div class=\"fusion-title title fusion-title-3 fusion-sep-none fusion-title-text fusion-title-size-two\" style=\"margin-top:0px;margin-bottom:31px;\"><h2 class=\"title-heading-left\" style=\"margin:0;letter-spacing:3PX;color:#4e87a0;\"><h2><strong><span style=\"color: #4e87a0;\">SOLUZIONI<\/span><\/strong><\/h2><\/h2><\/div><div class=\"fusion-text\"><p class=\"cvGsUA direction-ltr align-justify para-style-body\"><span class=\"OYPEnA font-feature-liga-off font-feature-clig-off font-feature-calt-off text-decoration-none text-strikethrough-none\">Although the installation of the new crane produces local effects and limited to the supporting deck, in order to correctly capture and simulate the structural behavior of the deck, the entire F.E. modeling of the platform had to be used.<\/span><\/p>\n<p class=\"cvGsUA direction-ltr align-justify para-style-body\"><span class=\"OYPEnA font-feature-liga-off font-feature-clig-off font-feature-calt-off text-decoration-none text-strikethrough-none\">A static and a seismic study of the entire structure were conducted, using information deducible from the construction drawings and calculation reports prepared during the design of the platform.<\/span><\/p>\n<p class=\"cvGsUA direction-ltr align-justify para-style-body\"><span class=\"OYPEnA font-feature-liga-off font-feature-clig-off font-feature-calt-off text-decoration-none text-strikethrough-none\">Simulations were performed with Sap2000 calculation software, while the evaluation of design actions and verifications of the various structural elements were conducted considering the following reference standards:<\/span><\/p>\n<ul>\n<li><span class=\"OYPEnA font-feature-liga-off font-feature-clig-off font-feature-calt-off text-decoration-none text-strikethrough-none\">ANSI\/AISC 360-16: Specification for Structural Steel Building;<\/span><\/li>\n<li><span class=\"OYPEnA font-feature-liga-off font-feature-clig-off font-feature-calt-off text-decoration-none text-strikethrough-none\">API Recommended Practice 2A-LFRD: Planning, Designing, and Constructing Fixed Offshore Platforms &#8211; Load and Resistance Factor Design;<\/span><\/li>\n<li><span class=\"OYPEnA font-feature-liga-off font-feature-clig-off font-feature-calt-off text-decoration-none text-strikethrough-none\">DNV-RP-C205: Environmental Conditions and Environmental Loads.<\/span><\/li>\n<\/ul>\n<\/div><div class=\"fusion-clearfix\"><\/div>\n\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div><div  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height=\"2000\" alt=\"\" class=\"img-responsive wp-image-12509\" srcset=\"https:\/\/www.trillini.com\/wp-content\/uploads\/2024\/10\/SOSTITUZIONE-PARANCO-ELETTRICO1-200x283.png 200w, https:\/\/www.trillini.com\/wp-content\/uploads\/2024\/10\/SOSTITUZIONE-PARANCO-ELETTRICO1-400x566.png 400w, https:\/\/www.trillini.com\/wp-content\/uploads\/2024\/10\/SOSTITUZIONE-PARANCO-ELETTRICO1-600x849.png 600w, https:\/\/www.trillini.com\/wp-content\/uploads\/2024\/10\/SOSTITUZIONE-PARANCO-ELETTRICO1-800x1132.png 800w, https:\/\/www.trillini.com\/wp-content\/uploads\/2024\/10\/SOSTITUZIONE-PARANCO-ELETTRICO1-1200x1697.png 1200w, https:\/\/www.trillini.com\/wp-content\/uploads\/2024\/10\/SOSTITUZIONE-PARANCO-ELETTRICO1.png 1414w\" sizes=\"(max-width: 800px) 100vw, 400px\" \/><\/a><\/span><div class=\"fusion-clearfix\"><\/div>\n\n\t\t\t\t\t<\/div>\n\t\t\t\t<\/div><\/div><\/div><div class=\"fusion-fullwidth fullwidth-box fusion-builder-row-3 nonhundred-percent-fullwidth 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