{"id":93,"date":"2012-12-24T11:33:32","date_gmt":"2012-12-24T15:33:32","guid":{"rendered":"http:\/\/resensys.com\/?p=93"},"modified":"2025-04-09T07:55:45","modified_gmt":"2025-04-09T11:55:45","slug":"monitoring-tie-girder-strains-of-a-steel-tied-arch-bridge-during-erection","status":"publish","type":"post","link":"https:\/\/www.resensys.com\/Blog\/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},"author":1,"featured_media":149,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"nf_dc_page":"","footnotes":""},"categories":[8,25,7,1,5],"tags":[],"class_list":["post-93","post","type-post","status-publish","format-standard","has-post-thumbnail","hentry","category-bridge-structural-health-monitoring","category-senimax","category-senspot","category-applications","category-wireless-strain-sensor","cat-8-id","cat-25-id","cat-7-id","cat-1-id","cat-5-id","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 | Resensys<\/title>\n<meta name=\"description\" content=\"Discover how Resensys&#039; SHM solution enabled real-time monitoring of tie girder strains during the erection of a steel tied arch bridge. Learn more about this project.\" \/>\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 | Resensys\" \/>\n<meta property=\"og:description\" content=\"Discover how Resensys&#039; SHM solution enabled real-time monitoring of tie girder strains during the erection of a steel tied arch bridge. 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