{"id":160,"date":"2020-03-21T18:09:58","date_gmt":"2020-03-21T17:09:58","guid":{"rendered":"http:\/\/enriquegarma.com\/?page_id=160"},"modified":"2021-06-08T09:22:18","modified_gmt":"2021-06-08T07:22:18","slug":"software-codes","status":"publish","type":"page","link":"https:\/\/enriquegarma.com\/?page_id=160","title":{"rendered":"Software codes"},"content":{"rendered":"<ul>\n<li>\n<h4>Permanent Github repository <a href=\"https:\/\/github.com\/EnriqueGarMac\"><i class=\"fa fa-book \" ><\/i><\/a><\/h4>\n<\/li>\n<\/ul>\n<ul>\n<li>\n<h4><strong>Analysis data: HTSA approach<\/strong> <a href=\"https:\/\/data.mendeley.com\/datasets\/t6nx2mmhg9\/5\"><i class=\"fa fa-book \" ><\/i><\/a><\/h4>\n<p><em>Published: 09-07-2020<\/em><\/p>\n<p><em>DOI: 10.17632\/t6nx2mmhg9.5. <\/em><em>Enrique Garc\u00eda-Mac\u00edas, Alejandro E. Mart\u00ednez-Castro. <\/em><\/li>\n<\/ul>\n<p><em>Description:\u00a0<\/em><em>All the data relating the case studies used to validate the HTSA approach. These include: simply supported beam, continuous three-span bridge, the viaduct of Rodenillo, and the viaduct of Santa Ana. Along with the data files, MATLAB scripts are also provided to post-process the results.<\/em><\/p>\n<p>References:<\/p>\n<p><a href=\"https:\/\/www.researchgate.net\/publication\/281462389_Two_techniques_for_fast_evaluation_of_design_envelopes_in_high-speed_train_railway_bridges_Train_speed_sensitivity_and_the_Hilbert_Transform\"><i class=\"fa fa-file \" ><\/i><\/a> Mart\u00ednez-Castro, A., &#038; Garc\u00eda-Mac\u00edas, E. (2014). Two techniques for fast evaluation of design envelopes in high-speed train railway bridges: Train speed sensitivity and the Hilbert Transform. In Proceedings of the 9th International Conference on Structural Dynamics. EURODYN (pp. 1309-1314).<\/p>\n<p><a href=\"https:\/\/www.sciencedirect.com\/science\/article\/pii\/S0022460X20304491\"><i class=\"fa fa-file \" ><\/i><\/a> Garc\u00eda-Mac\u00edas, E., &amp; Mart\u00ednez-Castro, A. E. (2020). Hilbert transform-based semi-analytic meta-model for maximum response envelopes in dynamics of railway bridges.\u00a0<i>Journal of Sound and Vibration<\/i>,\u00a0<i>487<\/i>, 115618.<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Permanent Github repository Analysis data: HTSA approach Published: 09-07-2020 DOI: 10.17632\/t6nx2mmhg9.5. Enrique Garc\u00eda-Mac\u00edas, Alejandro E. Mart\u00ednez-Castro. Description:\u00a0All the data relating the case studies used to validate the HTSA approach. These include: simply supported beam, continuous three-span bridge, the viaduct of Rodenillo, and the viaduct of Santa Ana. Along with the data files, MATLAB scripts are [&hellip;]<\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":{"inline_featured_image":false,"footnotes":""},"class_list":["post-160","page","type-page","status-publish","hentry"],"_links":{"self":[{"href":"https:\/\/enriquegarma.com\/index.php?rest_route=\/wp\/v2\/pages\/160","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/enriquegarma.com\/index.php?rest_route=\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/enriquegarma.com\/index.php?rest_route=\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/enriquegarma.com\/index.php?rest_route=\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/enriquegarma.com\/index.php?rest_route=%2Fwp%2Fv2%2Fcomments&post=160"}],"version-history":[{"count":57,"href":"https:\/\/enriquegarma.com\/index.php?rest_route=\/wp\/v2\/pages\/160\/revisions"}],"predecessor-version":[{"id":381,"href":"https:\/\/enriquegarma.com\/index.php?rest_route=\/wp\/v2\/pages\/160\/revisions\/381"}],"wp:attachment":[{"href":"https:\/\/enriquegarma.com\/index.php?rest_route=%2Fwp%2Fv2%2Fmedia&parent=160"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}