{"id":513,"date":"2015-11-19T15:59:35","date_gmt":"2015-11-19T15:59:35","guid":{"rendered":"http:\/\/esg.pt\/seismic-v\/?page_id=513"},"modified":"2015-11-19T17:18:42","modified_gmt":"2015-11-19T17:18:42","slug":"region-1","status":"publish","type":"page","link":"https:\/\/esg.pt\/seismic-v\/region-1\/","title":{"rendered":"Region 1"},"content":{"rendered":"<div class=\"row\">\n<div class=\"col-sm-8\">\n<p>The historic seismic activity of the Ribatejo is characterized by high intensity events, particularly the earthquakes of 1531, 1909 and 1914. The region is located in the high-risk zone of the Tagus Lower Valley Fault (Vale Inferior do Tejo).<\/p>\n<p>Benavente emerged as a case study due to the occurrence of three earthquakes of great intensity, with a nearby epicentre. The earthquake of 1909, in particular, caused significant destruction throughout the county. The type of houses created after the 1909 earthquake, consists of single storey building with a gabled roof, rectangular floor plan, elongated and uniform.<\/p>\n<p>Constructively, the structural parameters turn to the front wall system, are executed with an internal wooden cage filled with stone masonry or adobe, composing a simpler version of the \u2018gaiola pombalina\u2019. The backyard walls produce an extension to the structural walls, contributing to the structural solidarity of the whole.<\/p>\n<p>Coruche is located in an area of relevant seismic activity, although with moderate impact. The identified buildings are essentially rural in character, with a single storey and gabled roof. The buildings have reduced dimensions, with uniform rectangular floor plans. The buildings are aligned side-by-side in a long row.<\/p>\n<p>Constructively, the exterior walls of the buildings are in stone masonry or in solid brick. The interiors walls are in brick or adobe masonry; or in wattle and daub (\u2018tabique de cani\u00e7o\u2019). The most significant seismic-resistant element is the buttress, with frequent but irregular application; usually, it was applied to the masonry facade, on the outside corners of the building, at the end of the residencial rows.<\/p>\n<\/div>\n<div class=\"col-sm-4\">\n<strong>Identified reinforcement elements<\/strong><br \/>\n\n\t\t<style type=\"text\/css\">\n\t\t\t#gallery-1 {\n\t\t\t\tmargin: auto;\n\t\t\t}\n\t\t\t#gallery-1 .gallery-item {\n\t\t\t\tfloat: left;\n\t\t\t\tmargin-top: 10px;\n\t\t\t\ttext-align: center;\n\t\t\t\twidth: 33%;\n\t\t\t}\n\t\t\t#gallery-1 img {\n\t\t\t\tborder: 2px solid #cfcfcf;\n\t\t\t}\n\t\t\t#gallery-1 .gallery-caption {\n\t\t\t\tmargin-left: 0;\n\t\t\t}\n\t\t\t\/* see gallery_shortcode() in wp-includes\/media.php *\/\n\t\t<\/style>\n\t\t<div id='gallery-1' class='gallery galleryid-513 gallery-columns-3 gallery-size-full'><dl class='gallery-item'>\n\t\t\t<dt class='gallery-icon portrait'>\n\t\t\t\t<a href='https:\/\/esg.pt\/seismic-v\/reference-case\/seismic_elements_cage-system\/'><img width=\"600\" height=\"983\" src=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_cage-system.png\" class=\"attachment-full size-full\" alt=\"\" loading=\"lazy\" aria-describedby=\"gallery-1-490\" srcset=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_cage-system.png 600w, https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_cage-system-183x300.png 183w\" sizes=\"(max-width: 600px) 100vw, 600px\" \/><\/a>\n\t\t\t<\/dt>\n\t\t\t\t<dd class='wp-caption-text gallery-caption' id='gallery-1-490'>\n\t\t\t\tCage System\n\t\t\t\t<\/dd><\/dl><dl class='gallery-item'>\n\t\t\t<dt class='gallery-icon portrait'>\n\t\t\t\t<a href='https:\/\/esg.pt\/seismic-v\/seismic_elements_horizontal-reinforcement\/'><img width=\"600\" height=\"983\" src=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_horizontal-reinforcement.png\" class=\"attachment-full size-full\" alt=\"\" loading=\"lazy\" aria-describedby=\"gallery-1-492\" srcset=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_horizontal-reinforcement.png 600w, https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_horizontal-reinforcement-183x300.png 183w\" sizes=\"(max-width: 600px) 100vw, 600px\" \/><\/a>\n\t\t\t<\/dt>\n\t\t\t\t<dd class='wp-caption-text gallery-caption' id='gallery-1-492'>\n\t\t\t\tHorizontal Reinforcement\n\t\t\t\t<\/dd><\/dl><dl class='gallery-item'>\n\t\t\t<dt class='gallery-icon portrait'>\n\t\t\t\t<a href='https:\/\/esg.pt\/seismic-v\/seismic_elements_buttress\/'><img width=\"600\" height=\"983\" src=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_buttress.png\" class=\"attachment-full size-full\" alt=\"\" loading=\"lazy\" aria-describedby=\"gallery-1-515\" srcset=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_buttress.png 600w, https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_buttress-183x300.png 183w\" sizes=\"(max-width: 600px) 100vw, 600px\" \/><\/a>\n\t\t\t<\/dt>\n\t\t\t\t<dd class='wp-caption-text gallery-caption' id='gallery-1-515'>\n\t\t\t\tButtress\n\t\t\t\t<\/dd><\/dl><br style=\"clear: both\" \/><dl class='gallery-item'>\n\t\t\t<dt class='gallery-icon portrait'>\n\t\t\t\t<a href='https:\/\/esg.pt\/seismic-v\/seismic_elements_stone_bench\/'><img width=\"600\" height=\"983\" src=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_stone_bench.png\" class=\"attachment-full size-full\" alt=\"\" loading=\"lazy\" aria-describedby=\"gallery-1-516\" srcset=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_stone_bench.png 600w, https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_stone_bench-183x300.png 183w\" sizes=\"(max-width: 600px) 100vw, 600px\" \/><\/a>\n\t\t\t<\/dt>\n\t\t\t\t<dd class='wp-caption-text gallery-caption' id='gallery-1-516'>\n\t\t\t\tStone bench\n\t\t\t\t<\/dd><\/dl><dl class='gallery-item'>\n\t\t\t<dt class='gallery-icon portrait'>\n\t\t\t\t<a href='https:\/\/esg.pt\/seismic-v\/seismic_elements_reinforced-corner\/'><img width=\"600\" height=\"983\" src=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_reinforced-corner.png\" class=\"attachment-full size-full\" alt=\"\" loading=\"lazy\" aria-describedby=\"gallery-1-493\" srcset=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_reinforced-corner.png 600w, https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_reinforced-corner-183x300.png 183w\" sizes=\"(max-width: 600px) 100vw, 600px\" \/><\/a>\n\t\t\t<\/dt>\n\t\t\t\t<dd class='wp-caption-text gallery-caption' id='gallery-1-493'>\n\t\t\t\tReinforced Corner\n\t\t\t\t<\/dd><\/dl><dl class='gallery-item'>\n\t\t\t<dt class='gallery-icon portrait'>\n\t\t\t\t<a href='https:\/\/esg.pt\/seismic-v\/seismic_elements_reinforced-jambs\/'><img width=\"600\" height=\"983\" src=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_reinforced-jambs.png\" class=\"attachment-full size-full\" alt=\"\" loading=\"lazy\" aria-describedby=\"gallery-1-494\" srcset=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_reinforced-jambs.png 600w, https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_reinforced-jambs-183x300.png 183w\" sizes=\"(max-width: 600px) 100vw, 600px\" \/><\/a>\n\t\t\t<\/dt>\n\t\t\t\t<dd class='wp-caption-text gallery-caption' id='gallery-1-494'>\n\t\t\t\tReinforced Jambs\n\t\t\t\t<\/dd><\/dl><br style=\"clear: both\" \/><dl class='gallery-item'>\n\t\t\t<dt class='gallery-icon portrait'>\n\t\t\t\t<a href='https:\/\/esg.pt\/seismic-v\/seismic_elements_tie-rod\/'><img width=\"600\" height=\"983\" src=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_tie-rod.png\" class=\"attachment-full size-full\" alt=\"\" loading=\"lazy\" aria-describedby=\"gallery-1-517\" srcset=\"https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_tie-rod.png 600w, https:\/\/esg.pt\/seismic-v\/assets\/uploads\/2015\/11\/seismic_elements_tie-rod-183x300.png 183w\" sizes=\"(max-width: 600px) 100vw, 600px\" \/><\/a>\n\t\t\t<\/dt>\n\t\t\t\t<dd class='wp-caption-text gallery-caption' id='gallery-1-517'>\n\t\t\t\tTie-rod\n\t\t\t\t<\/dd><\/dl>\n\t\t\t<br style='clear: both' \/>\n\t\t<\/div>\n<\/p>\n<\/div>\n<\/div>\n","protected":false},"excerpt":{"rendered":"<p>The historic seismic activity of the Ribatejo is characterized by high intensity events, particularly the earthquakes of 1531, 1909 and 1914. The region is located in the high-risk zone of the Tagus Lower Valley Fault (Vale Inferior do Tejo). Benavente emerged as a case study due to the occurrence of three earthquakes of great intensity,&#8230;  <a href=\"https:\/\/esg.pt\/seismic-v\/region-1\/\" title=\"ReadRegion 1\">Read more &raquo;<\/a><\/p>\n","protected":false},"author":2,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":[],"yoast_head":"<!-- This site is optimized with the Yoast SEO plugin v16.8 - https:\/\/yoast.com\/wordpress\/plugins\/seo\/ -->\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/esg.pt\/seismic-v\/region-1\/\" \/>\n<meta property=\"og:locale\" content=\"pt_PT\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Region 1 - Seismic V\" \/>\n<meta property=\"og:description\" content=\"The historic seismic activity of the Ribatejo is characterized by high intensity events, particularly the earthquakes of 1531, 1909 and 1914. 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