{"id":959,"date":"2022-05-02T16:15:08","date_gmt":"2022-05-02T14:15:08","guid":{"rendered":"https:\/\/academy.tecnostrutture.eu\/en\/?post_type=cbwpt_video&#038;p=959"},"modified":"2022-05-03T08:10:28","modified_gmt":"2022-05-03T06:10:28","slug":"experimental-investigation-of-nps","status":"publish","type":"cbwpt_video","link":"https:\/\/academy.tecnostrutture.eu\/en\/video\/experimental-investigation-of-nps\/","title":{"rendered":"EXPERIMENTAL INVESTIGATION OF INTERIOR AND EXTERIOR STEEL-CONCRETE COMPOSITE NPS\u00ae BEAM-COLUMN JOINTS"},"content":{"rendered":"\n\n\n<p>Prof. <strong>Paolo Calvi &#8211; University of Washington<\/strong> (USA), presents the results of an experimental project carried out by <strong>Tecnostrutture<\/strong> with this American University at the <strong>Eucentre Foundation lab<\/strong> in Pavia (Italy). This study verified the <strong>performance of the NPS\u00ae system in specific seismic situations<\/strong>.<\/p>\n\n\n\n<p>Initially, the <strong>technical characteristics of the NPS\u00ae system<\/strong> are presented, followed by the illustration of the fundamental steps of the lab tests, <strong>focusing mainly on the performance of the <strong>NPS\u00ae system<\/strong><\/strong>.<\/p>\n\n\n\n<p>The experimental program involved a series of <strong>seven full scale composite steel-concrete beam-column joints<\/strong> part of the NPS\u00ae &#8211; New Performance System.&nbsp;<\/p>\n\n\n\n<p>Prior to this project, no experimental evidence was available to provide further insights into the performance of the NPS\u00ae system.&nbsp;<\/p>\n\n\n\n<p>In addition to the four interior and the three exterior NPS\u00ae specimens, <strong>two moderately ductile reinforced concrete beam-column joints<\/strong> (one interior and one exterior), <strong>designed according to Eurocode requirements<\/strong> and intended to serve as reference, were tested within the experimental program.&nbsp;<br><\/p>\n","protected":false},"excerpt":{"rendered":"<p>The video present an experimental project carried out to verify the safety levels of the NPS\u00ae system in certain seismic situations.<\/p>\n","protected":false},"featured_media":962,"template":"","meta":{"cbwpt_event_date":"","cbwpt_event_time":"","cbwpt_event_location":"","cbwpt_event_signup":"","cbwpt_event_document":"","cbwpt_slideshow":"","cbwpt_video":"[\"\/\/www.youtube.com\/embed\/UrVDYnHhbSo\",true,{\"id\":960,\"url\":\"https:\/\/academy.tecnostrutture.eu\/en\/wp-content\/uploads\/sites\/2\/2022\/05\/Webinar-Sesmic-Behaviour.jpg\"},\"Engineer Calvi Paolo illustrates an experimental project about the NPS\u00ae system\"]"},"filter":[13,11,15],"_links":{"self":[{"href":"https:\/\/academy.tecnostrutture.eu\/en\/wp-json\/wp\/v2\/cbwpt_video\/959"}],"collection":[{"href":"https:\/\/academy.tecnostrutture.eu\/en\/wp-json\/wp\/v2\/cbwpt_video"}],"about":[{"href":"https:\/\/academy.tecnostrutture.eu\/en\/wp-json\/wp\/v2\/types\/cbwpt_video"}],"version-history":[{"count":14,"href":"https:\/\/academy.tecnostrutture.eu\/en\/wp-json\/wp\/v2\/cbwpt_video\/959\/revisions"}],"predecessor-version":[{"id":983,"href":"https:\/\/academy.tecnostrutture.eu\/en\/wp-json\/wp\/v2\/cbwpt_video\/959\/revisions\/983"}],"wp:featuredmedia":[{"embeddable":true,"href":"https:\/\/academy.tecnostrutture.eu\/en\/wp-json\/wp\/v2\/media\/962"}],"wp:attachment":[{"href":"https:\/\/academy.tecnostrutture.eu\/en\/wp-json\/wp\/v2\/media?parent=959"}],"wp:term":[{"taxonomy":"filter","embeddable":true,"href":"https:\/\/academy.tecnostrutture.eu\/en\/wp-json\/wp\/v2\/filter?post=959"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}