{"id":126,"date":"2024-01-22T13:23:34","date_gmt":"2024-01-22T13:23:34","guid":{"rendered":"http:\/\/193.194.89.176\/wp_lbe\/?page_id=126"},"modified":"2025-09-17T09:30:08","modified_gmt":"2025-09-17T09:30:08","slug":"equipe-8","status":"publish","type":"page","link":"https:\/\/lbe.usthb.dz\/index.php\/equipe-8\/","title":{"rendered":"Equipe 8"},"content":{"rendered":"\n<h3><strong>Instabilit\u00e9 Dynamique des Structures<\/strong><\/h3>\n\n\n\n<p><strong>Chef d\u2019\u00e9quipe&nbsp;:&nbsp; TOUATI Mokhtar<\/strong><\/p>\n\n\n\n<p>&#8220;Le travail de l\u2019\u00e9quipe 8 s\u2019articule sur l\u2019analyse de l\u2019instabilit\u00e9 dynamique des structures en g\u00e9n\u00e9rale et des coques minces en particulier en zones sismiques, en d\u00e9terminant et en contr\u00f4lant la charge critique causant le ph\u00e9nom\u00e8ne d\u2019instabilit\u00e9, analyse et \u00e9tude de l\u2019effet des appuis d\u2019isolement sur le comportement des structures et enfin l\u2019effet de l\u2019interaction sol-structure-fluide pour les structures particuli\u00e8res en forme de coques minces (cylindrique, sph\u00e9rique, conique et rectangulaire), ces derni\u00e8res sont des structures tr\u00e8s r\u00e9pandues dans le domaine du g\u00e9nie civil ; ces installations sont particuli\u00e8rement employ\u00e9es dans l\u2019industrie dans laquelle elles servent \u00e0 stocker toutes sortes de produits -qui sont pour la majorit\u00e9 toxiques ou inflammables. Les r\u00e9servoirs servent \u00e9galement \u00e0 des usages municipaux pour le stockage de l\u2019eau potable .Lors des s\u00e9ismes, ces structures doivent \u00eatre imp\u00e9rativement pr\u00e9serv\u00e9es afin d\u2019\u00e9viter qu\u2019elles ne perdent leur pr\u00e9cieux contenu entrainant des r\u00e9actions pouvant causer plus de d\u00e9g\u00e2ts que le s\u00e9isme lui-m\u00eame. l&#8217;\u00e9quipe s&#8217;int\u00e9resse \u00e9galement \u00e0 la m\u00e9canique de la rupture qui peut se produire suite au d\u00e9passement de cette instabilit\u00e9.&#8221;<\/p>\n\n\n\n<figure class=\"wp-block-table\"><table><tbody><tr><td><strong>Nom &amp; Pr\u00e9nom<\/strong><\/td><td><strong>Sp\u00e9cialit\u00e9<\/strong><\/td><td><strong>Structure de Rattachement<\/strong><\/td><td><strong>Email actif<\/strong><\/td><\/tr><tr><td><strong>Pr<\/strong><br>TOUATI Mokhtar<\/td><td>Structures<\/td><td>DSM\/FGC \/ USTHB<\/td><td><a href=\"mailto:touatimokh@yahoo.fr\">touatimokh@yahoo.fr<\/a><\/td><\/tr><tr><td><strong>Pr<\/strong><br>CHABAAT Mohamed<\/td><td>Structures<\/td><td>DSM\/FGC \/ USTHB<\/td><td><a href=\"mailto:mchabaat@yahoo.com\">mchabaat@yahoo.com<\/a><\/td><\/tr><tr><td>Rui Carneiro BARROS<\/td><td>Structures<\/td><td>FEUP\/Porto\/Portugal<\/td><td><a href=\"mailto:rcb@fe.up.pt\">rcb@fe.up.pt<\/a><\/td><\/tr><tr><td>AYAS Hilal<\/td><td>Structures<\/td><td>DSM\/FGC \/ USTHB<\/td><td><a href=\"mailto:hillal.ayas@gmail.com\">hillal.ayas@gmail.com<\/a><\/td><\/tr><tr><td>SEDDIKI Hassene<\/td><td>Structures<\/td><td>DSM\/FGC \/ USTHB<\/td><td><a href=\"mailto:hseddiki2007@yahoo.fr\">hseddiki2007@yahoo.fr<\/a><\/td><\/tr><tr><td>BOUHOUS Nabila<\/td><td>Structures<\/td><td>DSM\/FGC \/ USTHB<\/td><td><a href=\"mailto:n.bouhous@yahoo.fr\">n.bouhous@yahoo.fr<\/a><\/td><\/tr><tr><td>MANSER Samir Walid<\/td><td>Structures<\/td><td>DSM\/FGC \/ USTHB<\/td><td><a href=\"mailto:mansersamir@gmail.com\">mansersamir@gmail.com<\/a><\/td><\/tr><tr><td>BOUDOUIR Bilal<\/td><td>Structures<\/td><td>DSM\/FGC \/ USTHB<\/td><td><a href=\"mailto:bilalboudour@hotmail.fr\">bilalboudour@hotmail.fr<\/a>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;<\/td><\/tr><tr><td>AMIROUCHE Assia<br>&nbsp;<\/td><td>Structures<\/td><td>DSM\/FGC \/ USTHB<\/td><td><a href=\"mailto:amiroucheassia1@gmail.com\">amiroucheassia1@gmail.com<\/a><\/td><\/tr><tr><td>DEBICHE Adeldjalil<\/td><td>Structures<\/td><td>DSM\/FGC \/ USTHB<\/td><td><a href=\"mailto:debichedjalil@gmail.com\">debichedjalil@gmail.com<\/a><\/td><\/tr><\/tbody><\/table><\/figure>\n\n\n\n<p><\/p>\n\n\n\n<p>*<strong><em>Publications dans des Revues Internationales<\/em><\/strong>:<\/p>\n\n\n\n<ol type=\"1\">\n<li>S. Benissad, <strong>M. Touati<\/strong>, M. Chabaat \u201c<em>Artificial Neural Networks for Inverse Problems in Damage Detection using Computational and Experimental Eddy current<\/em><em>\u201d <\/em>paper published in Periodica Polytechnica Civil Engineering, Vol. 67, N\u00b01, 1-9, Janvier 2023.<\/li>\n\n\n\n<li>I. Hammoudi, <strong>M. Touati<\/strong>, M. Chabaat \u201c<em>Damage propagation at the interface of a sandwich beam<\/em><em>\u201d <\/em>paper published in Periodica Polytechnica Civil Engineering, Vol. 66, N\u00b03, 681\u2013693, Mars 2022.<\/li>\n\n\n\n<li>H. Ayas, <strong>M. Touati<\/strong>, M. Chabaat \u201c<em>Approximate analytical solution for free axial vibration of a cracked cantilever beam\u201d <\/em>paper published in International Journal of Sustainable Building Technology and Urban Development, Vol. 11, N\u00b0.4, 209-221, December 2020.<\/li>\n<\/ol>\n\n\n\n<p>*<strong><em>Communications Internationales<\/em><\/strong>:<\/p>\n\n\n\n<ol type=\"1\">\n<li><strong>M. Touati<\/strong>, M. Chabaat \u201c<em>Effect of Geometric Characteristics of Empty Metal Tanks on the Critical Dynamic Buckling Load\u201d<\/em>, The Eurasia Proceedings of Science, Technology, Engineering &amp; Mathematics (EPSTEM) 2020, ISSN: 2602-3199, Volume 11, Pages 106-111.<\/li>\n<\/ol>\n\n\n\n<p><strong>M. Touati<\/strong>, M. Chabaat, R. C. Barros \u201c<em>Effect of Geometric Characteristics on Dynamic Buckling of Empty Metallic Tanks\u201d<\/em> 84th Research World International Conference Dubai, United Arab Emirates 26.02.2020, Pages<\/p>\n","protected":false},"excerpt":{"rendered":"<p>Instabilit\u00e9 Dynamique des Structures Chef d\u2019\u00e9quipe&nbsp;:&nbsp; TOUATI Mokhtar &#8220;Le travail de l\u2019\u00e9quipe 8 s\u2019articule sur l\u2019analyse de l\u2019instabilit\u00e9 dynamique des structures en g\u00e9n\u00e9rale et des coques minces en particulier en zones sismiques, en d\u00e9terminant et en contr\u00f4lant la charge critique <span class=\"readmore\"><a href=\"https:\/\/lbe.usthb.dz\/index.php\/equipe-8\/\">Continue Reading<\/a><\/span><\/p>\n","protected":false},"author":1,"featured_media":0,"parent":0,"menu_order":0,"comment_status":"closed","ping_status":"closed","template":"","meta":[],"_links":{"self":[{"href":"https:\/\/lbe.usthb.dz\/index.php\/wp-json\/wp\/v2\/pages\/126"}],"collection":[{"href":"https:\/\/lbe.usthb.dz\/index.php\/wp-json\/wp\/v2\/pages"}],"about":[{"href":"https:\/\/lbe.usthb.dz\/index.php\/wp-json\/wp\/v2\/types\/page"}],"author":[{"embeddable":true,"href":"https:\/\/lbe.usthb.dz\/index.php\/wp-json\/wp\/v2\/users\/1"}],"replies":[{"embeddable":true,"href":"https:\/\/lbe.usthb.dz\/index.php\/wp-json\/wp\/v2\/comments?post=126"}],"version-history":[{"count":27,"href":"https:\/\/lbe.usthb.dz\/index.php\/wp-json\/wp\/v2\/pages\/126\/revisions"}],"predecessor-version":[{"id":1523,"href":"https:\/\/lbe.usthb.dz\/index.php\/wp-json\/wp\/v2\/pages\/126\/revisions\/1523"}],"wp:attachment":[{"href":"https:\/\/lbe.usthb.dz\/index.php\/wp-json\/wp\/v2\/media?parent=126"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}