{"id":18708,"date":"2024-11-20T12:39:17","date_gmt":"2024-11-20T12:39:17","guid":{"rendered":"https:\/\/aerospacerepository.org\/?p=18708"},"modified":"2024-11-20T12:39:17","modified_gmt":"2024-11-20T12:39:17","slug":"method-of-preliminary-estimation-of-highway-solidweb-bridges-under-the-wind-forcing","status":"publish","type":"post","link":"https:\/\/aerospacerepository.org\/index.php\/2024\/11\/20\/method-of-preliminary-estimation-of-highway-solidweb-bridges-under-the-wind-forcing\/","title":{"rendered":"METHOD OF PRELIMINARY ESTIMATION OF HIGHWAY SOLIDWEB BRIDGES UNDER THE WIND FORCING"},"content":{"rendered":"\n<p><strong>Konstantin S. Strelkov, Michael S. Komarov, Andrey V. Kozichev, Olga A. Markina, Anatoliy V. Bykovsky, Boris A. Logunov, Leonid L. Teperin<\/strong><\/p>\n\n\n\n<p><strong>DOI Number: N\/A<\/strong><\/p>\n\n\n\n<p><strong>Conference number: IFASD-2015-201<\/strong><\/p>\n\n\n\n<p>During the design of a highway bridge there is the necessity to ensure its windflow stability in operation wind-speed range in accordance with codes and standards. In this paper the method of preliminary estimation of stability of solid-web highway bridges under wind forcing is suggested. This method permits to choose the optimum structure parameters on the design stage and thereby to minimize the risk of vibration occurrence.<\/p>\n\n\n\n<p><a href=\"https:\/\/aerospacerepository.org\/wp-content\/uploads\/2024\/11\/IFASD-2015-201.pdf\">Read the full paper here<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"<p><b>Konstantin S. Strelkov, Michael S. Komarov, Andrey V. Kozichev, Olga A. Markina, Anatoliy V. Bykovsky, Boris A. Logunov, Leonid L. Teperin<\/b><\/p>\n<p>DOI Number: N\/A<\/p>\n<p>Conference number: IFASD-2015-201<\/p>\n","protected":false},"author":2,"featured_media":0,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[2413,2430],"tags":[2358,2776,2777,2775],"class_list":["post-18708","post","type-post","status-publish","format-standard","hentry","category-1-ifasd-2015","category-poster-presentations","tag-critical-speed","tag-highway-bridge","tag-strouhal-number","tag-vortex-excitation","category-2413","category-2430","description-off"],"_links":{"self":[{"href":"https:\/\/aerospacerepository.org\/index.php\/wp-json\/wp\/v2\/posts\/18708","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/aerospacerepository.org\/index.php\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/aerospacerepository.org\/index.php\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/aerospacerepository.org\/index.php\/wp-json\/wp\/v2\/users\/2"}],"replies":[{"embeddable":true,"href":"https:\/\/aerospacerepository.org\/index.php\/wp-json\/wp\/v2\/comments?post=18708"}],"version-history":[{"count":1,"href":"https:\/\/aerospacerepository.org\/index.php\/wp-json\/wp\/v2\/posts\/18708\/revisions"}],"predecessor-version":[{"id":18710,"href":"https:\/\/aerospacerepository.org\/index.php\/wp-json\/wp\/v2\/posts\/18708\/revisions\/18710"}],"wp:attachment":[{"href":"https:\/\/aerospacerepository.org\/index.php\/wp-json\/wp\/v2\/media?parent=18708"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/aerospacerepository.org\/index.php\/wp-json\/wp\/v2\/categories?post=18708"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/aerospacerepository.org\/index.php\/wp-json\/wp\/v2\/tags?post=18708"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}