{"id":1463,"date":"2012-12-24T11:33:32","date_gmt":"2012-12-24T15:33:32","guid":{"rendered":"http:\/\/resensys.com\/?p=93"},"modified":"2012-12-24T11:33:32","modified_gmt":"2012-12-24T15:33:32","slug":"monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection","status":"publish","type":"project","link":"https:\/\/www.resensys.com\/Blog\/project\/monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection\/","title":{"rendered":"Monitoring Tie Girder Strains of a Steel Tied Arch Bridge During Erection"},"content":{"rendered":"<p>Resensys SHM solution was employed by&nbsp;HBM Engineering Group, LLC&nbsp;in this project for short-term monitoring of Tie Girder Strains of a steel tied arch bridge during Erection phase. Resensys system performs live data collection at the critical locations of the Tie Girders.&nbsp;The most important factor in bridge strain monitoring is the data collection and interpretation of the strain results that retain sensitivity of the chosen features to the structural changes of interest in the presence of environmental noise. All of the following pictures are&nbsp;courtesy of&nbsp;HBM Engineering Group, LLC.<\/p>\n<p><a href=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-011820121.bmp\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-68\" src=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-011820121.bmp\" alt=\"FINAL REPORT_Monitoring of Tie Girder Stresses-011820121\" width=\"747\" height=\"621\"><\/a> <a href=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-01182012.bmp\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-67\" src=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-01182012.bmp\" alt=\"FINAL REPORT_Monitoring of Tie Girder Stresses-01182012\" width=\"745\" height=\"621\"><\/a> <a href=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-7.bmp\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-66\" src=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-7.bmp\" alt=\"FINAL REPORT_Monitoring of Tie Girder Stresses-7\" width=\"628\" height=\"291\"><\/a> <a href=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-6.bmp\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone  wp-image-65\" src=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-6.bmp\" alt=\"FINAL REPORT_Monitoring of Tie Girder Stresses-6\" width=\"623\" height=\"223\"><\/a> <a href=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-5.bmp\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-64\" src=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-5.bmp\" alt=\"FINAL REPORT_Monitoring of Tie Girder Stresses-5\" width=\"959\" height=\"349\"><\/a> <a href=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-4.bmp\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone  wp-image-63\" src=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-4.bmp\" alt=\"FINAL REPORT_Monitoring of Tie Girder Stresses-4\" width=\"625\" height=\"356\"><\/a> <a href=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-2.bmp\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone size-full wp-image-62\" src=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/FINAL-REPORT_Monitoring-of-Tie-Girder-Stresses-2.bmp\" alt=\"FINAL REPORT_Monitoring of Tie Girder Stresses-2\" width=\"827\" height=\"328\"><\/a><\/p>\n<p><a href=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/Curves2.png\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone  wp-image-61\" src=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/Curves2-300x189.png\" alt=\"Curves2\" width=\"309\" height=\"194\" srcset=\"https:\/\/www.resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/Curves2-300x189.png 300w, https:\/\/www.resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/Curves2-1024x647.png 1024w\" sizes=\"auto, (max-width: 309px) 100vw, 309px\" \/><\/a> <a href=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/Curves1.png\"><img loading=\"lazy\" decoding=\"async\" class=\"alignnone  wp-image-60\" src=\"http:\/\/resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/Curves1-300x199.png\" alt=\"Curves1\" width=\"293\" height=\"194\" srcset=\"https:\/\/www.resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/Curves1-300x199.png 300w, https:\/\/www.resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/Curves1-1024x682.png 1024w, https:\/\/www.resensys.com\/Blog\/wp-content\/uploads\/2014\/09\/Curves1.png 1145w\" sizes=\"auto, (max-width: 293px) 100vw, 293px\" \/><\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p>Resensys SHM solution was employed by&nbsp;HBM Engineering Group, LLC&nbsp;in this project for short-term monitoring of Tie Girder Strains of a steel tied arch bridge during Erection phase. Resensys system performs live data collection at the critical locations of the Tie Girders.&nbsp;The most important factor in bridge strain monitoring is the data collection and interpretation of [&hellip;]<\/p>\n","protected":false},"featured_media":149,"parent":0,"template":"","project_category":[67,68,69,66,71],"class_list":["post-1463","project","type-project","status-publish","has-post-thumbnail","hentry","project_category-bridge-structural-health-monitoring","project_category-senimax","project_category-senspot","project_category-applications","project_category-wireless-strain-sensor","has_thumb"],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v27.3 - https:\/\/yoast.com\/product\/yoast-seo-wordpress\/ -->\n<title>Monitoring Tie Girder Strains of a Steel Tied Arch Bridge During Erection - Resensys blog<\/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:\/\/www.resensys.com\/Blog\/project\/monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection\/\" \/>\n<meta property=\"og:locale\" content=\"en_US\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Monitoring Tie Girder Strains of a Steel Tied Arch Bridge During Erection - Resensys blog\" \/>\n<meta property=\"og:description\" content=\"Resensys SHM solution was employed by&nbsp;HBM Engineering Group, LLC&nbsp;in this project for short-term monitoring of Tie Girder Strains of a steel tied arch bridge during Erection phase. Resensys system performs live data collection at the critical locations of the Tie Girders.&nbsp;The most important factor in bridge strain monitoring is the data collection and interpretation of [&hellip;]\" \/>\n<meta property=\"og:url\" content=\"https:\/\/www.resensys.com\/Blog\/project\/monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection\/\" \/>\n<meta property=\"og:site_name\" content=\"Resensys blog\" \/>\n<meta property=\"og:image\" content=\"https:\/\/www.resensys.com\/Blog\/wp-content\/uploads\/2012\/12\/Untitled.png\" \/>\n\t<meta property=\"og:image:width\" content=\"582\" \/>\n\t<meta property=\"og:image:height\" content=\"519\" \/>\n\t<meta property=\"og:image:type\" content=\"image\/png\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\\\/\\\/schema.org\",\"@graph\":[{\"@type\":\"WebPage\",\"@id\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/project\\\/monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection\\\/\",\"url\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/project\\\/monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection\\\/\",\"name\":\"Monitoring Tie Girder Strains of a Steel Tied Arch Bridge During Erection - Resensys blog\",\"isPartOf\":{\"@id\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/#website\"},\"primaryImageOfPage\":{\"@id\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/project\\\/monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection\\\/#primaryimage\"},\"image\":{\"@id\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/project\\\/monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection\\\/#primaryimage\"},\"thumbnailUrl\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/wp-content\\\/uploads\\\/2012\\\/12\\\/Untitled.png\",\"datePublished\":\"2012-12-24T15:33:32+00:00\",\"breadcrumb\":{\"@id\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/project\\\/monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection\\\/#breadcrumb\"},\"inLanguage\":\"en-US\",\"potentialAction\":[{\"@type\":\"ReadAction\",\"target\":[\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/project\\\/monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection\\\/\"]}]},{\"@type\":\"ImageObject\",\"inLanguage\":\"en-US\",\"@id\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/project\\\/monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection\\\/#primaryimage\",\"url\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/wp-content\\\/uploads\\\/2012\\\/12\\\/Untitled.png\",\"contentUrl\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/wp-content\\\/uploads\\\/2012\\\/12\\\/Untitled.png\",\"width\":582,\"height\":519},{\"@type\":\"BreadcrumbList\",\"@id\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/project\\\/monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection\\\/#breadcrumb\",\"itemListElement\":[{\"@type\":\"ListItem\",\"position\":1,\"name\":\"Home\",\"item\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/\"},{\"@type\":\"ListItem\",\"position\":2,\"name\":\"Projects\",\"item\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/project\\\/\"},{\"@type\":\"ListItem\",\"position\":3,\"name\":\"Monitoring Tie Girder Strains of a Steel Tied Arch Bridge During Erection\"}]},{\"@type\":\"WebSite\",\"@id\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/#website\",\"url\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/\",\"name\":\"Resensys blog\",\"description\":\"News and updates about Resensys LLC\",\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\\\/\\\/www.resensys.com\\\/Blog\\\/?s={search_term_string}\"},\"query-input\":{\"@type\":\"PropertyValueSpecification\",\"valueRequired\":true,\"valueName\":\"search_term_string\"}}],\"inLanguage\":\"en-US\"}]}<\/script>\n<!-- \/ Yoast SEO plugin. -->","yoast_head_json":{"title":"Monitoring Tie Girder Strains of a Steel Tied Arch Bridge During Erection - Resensys blog","robots":{"index":"index","follow":"follow","max-snippet":"max-snippet:-1","max-image-preview":"max-image-preview:large","max-video-preview":"max-video-preview:-1"},"canonical":"https:\/\/www.resensys.com\/Blog\/project\/monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection\/","og_locale":"en_US","og_type":"article","og_title":"Monitoring Tie Girder Strains of a Steel Tied Arch Bridge During Erection - Resensys blog","og_description":"Resensys SHM solution was employed by&nbsp;HBM Engineering Group, LLC&nbsp;in this project for short-term monitoring of Tie Girder Strains of a steel tied arch bridge during Erection phase. 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