{"id":88,"date":"2014-06-30T19:17:24","date_gmt":"2014-07-01T00:17:24","guid":{"rendered":"http:\/\/www.uv.mx\/personal\/alejvargas\/?p=88"},"modified":"2026-08-28T16:41:22","modified_gmt":"2026-08-28T22:41:22","slug":"curso-de-analisis-estructural","status":"publish","type":"post","link":"https:\/\/www.uv.mx\/personal\/alejvargas\/2014\/06\/30\/curso-de-analisis-estructural\/","title":{"rendered":"Curso de An\u00e1lisis Estructural"},"content":{"rendered":"

AN\u00c1LISIS ESTRUCTURAL<\/u><\/em><\/strong><\/p>\n

    \n
  1. \u00a0 \u00a0 \u00a0 \u00a0\u00a0 Introducci\u00f3n: Conceptos b\u00e1sicos de an\u00e1lisis estructural.<\/strong><\/li>\n<\/ol>\n

    1.1 \u00a0 \u00a0 \u00a0 \u00a0El an\u00e1lisis dentro del proceso de dise\u00f1o estructural.<\/p>\n

    1.2 \u00a0 \u00a0 \u00a0 \u00a0Tipos de an\u00e1lisis estructural y sus caracter\u00edsticas.<\/p>\n

    1.3 \u00a0 \u00a0 \u00a0 \u00a0Identificaci\u00f3n de estructuras hiperest\u00e1ticas.<\/p>\n

    1.4 \u00a0 \u00a0 \u00a0 \u00a0Diagramas de elementos mec\u00e1nicos, carga axial, fuerza cortante y momento flexionante.<\/p>\n

      \n
    1. \u00a0 \u00a0 \u00a0 \u00a0 \u00a0C\u00e1lculo de deformaciones<\/strong><\/li>\n<\/ol>\n

      2.1 \u00a0 \u00a0 \u00a0 \u00a0Descripci\u00f3n de la deformaci\u00f3n de elementos al aplic\u00e1rseles carga seg\u00fan sus condiciones de apoyo.<\/p>\n

      2.2 \u00a0 \u00a0 \u00a0 \u00a0Teor\u00eda de la viga el\u00e1stica o m\u00e9todo de doble integraci\u00f3n.<\/p>\n

      2.3 \u00a0 \u00a0 \u00a0 \u00a0Teoremas de \u00e1rea-momento o teoremas de Mohr.<\/p>\n

      2.4 \u00a0 \u00a0 \u00a0 \u00a0Teorema de la viga conjugada.<\/p>\n

      2.5 \u00a0 \u00a0 \u00a0 \u00a0Principio de la conservaci\u00f3n de Energ\u00eda.<\/p>\n

      2.6 \u00a0 \u00a0 \u00a0 \u00a0Trabajo y Energ\u00eda.<\/p>\n

      2.7 \u00a0 \u00a0 \u00a0 \u00a0Energ\u00eda de deformaci\u00f3n y Energ\u00eda Complementaria.<\/p>\n

      2.8 \u00a0 \u00a0 \u00a0 \u00a0M\u00e9todo del trabajo Virtual.<\/p>\n

      2.9 \u00a0 \u00a0 \u00a0 \u00a0Teorema de Maxwell.<\/p>\n

      2.10 \u00a0 \u00a0 Teoremas de Castigliano.<\/p>\n

        \n
      1. \u00a0 \u00a0 \u00a0 \u00a0 \u00a0M\u00e9todo de las fuerzas (Flexibilidades)<\/strong><\/li>\n<\/ol>\n

        3.1 \u00a0 \u00a0 \u00a0 \u00a0Vigas planas.<\/p>\n

        3.2 \u00a0 \u00a0 \u00a0 \u00a0Armaduras planas.<\/p>\n

        3.3 \u00a0 \u00a0 \u00a0 \u00a0Marcos planos.\u00a0\u00a0<\/strong><\/p>\n

          \n
        1. \u00a0 \u00a0 \u00a0 \u00a0 \u00a0M\u00e9todo de los desplazamientos <\/strong><\/li>\n<\/ol>\n

          4.1 \u00a0 \u00a0 \u00a0 \u00a0Vigas planas.<\/p>\n

          4.2 \u00a0 \u00a0 \u00a0 \u00a0Armaduras planas.<\/p>\n

          4.3 \u00a0 \u00a0 \u00a0 \u00a0Marcos planos.<\/p>\n

            \n
          1. \u00a0 \u00a0 \u00a0 \u00a0\u00a0 M\u00e9todo pendiente desviaci\u00f3n<\/strong><\/li>\n<\/ol>\n

            5.1 \u00a0 \u00a0 \u00a0 \u00a0Vigas planas.<\/p>\n

            5.2 \u00a0 \u00a0 \u00a0 \u00a0Marcos planos.<\/p>\n

              \n
            1. \u00a0 \u00a0 \u00a0 \u00a0 \u00a0M\u00e9todo de Cross<\/strong><\/li>\n<\/ol>\n

              6.1 \u00a0 \u00a0 \u00a0 \u00a0Vigas.<\/p>\n

              6.2 \u00a0 \u00a0 \u00a0 \u00a0Marcos sin desplazamientos laterales.<\/p>\n

              6.3 \u00a0 \u00a0 \u00a0 \u00a0Marcos con desplazamientos laterales.<\/p>\n

               <\/p>\n

              Sitio en Youtube con videos de problemas vistos en clase<\/p>\n

              https:\/\/www.youtube.com\/@AlejandroVargas-tm4wh<\/a><\/p>\n","protected":false},"excerpt":{"rendered":"

              AN\u00c1LISIS ESTRUCTURAL \u00a0 \u00a0 \u00a0 \u00a0\u00a0 Introducci\u00f3n: Conceptos b\u00e1sicos de an\u00e1lisis estructural. 1.1 \u00a0 \u00a0 \u00a0 \u00a0El an\u00e1lisis dentro del proceso de dise\u00f1o estructural. 1.2 \u00a0 \u00a0 \u00a0 \u00a0Tipos de an\u00e1lisis estructural y sus caracter\u00edsticas. 1.3 \u00a0 \u00a0 \u00a0 \u00a0Identificaci\u00f3n de estructuras hiperest\u00e1ticas. 1.4 \u00a0 \u00a0 \u00a0 \u00a0Diagramas de elementos mec\u00e1nicos, carga axial, fuerza cortante…<\/p>\n","protected":false},"author":1222,"featured_media":0,"comment_status":"closed","ping_status":"closed","sticky":false,"template":"","format":"standard","meta":{"footnotes":""},"categories":[7],"tags":[],"class_list":["post-88","post","type-post","status-publish","format-standard","hentry","category-actividades-academicas"],"_links":{"self":[{"href":"https:\/\/www.uv.mx\/personal\/alejvargas\/wp-json\/wp\/v2\/posts\/88","targetHints":{"allow":["GET"]}}],"collection":[{"href":"https:\/\/www.uv.mx\/personal\/alejvargas\/wp-json\/wp\/v2\/posts"}],"about":[{"href":"https:\/\/www.uv.mx\/personal\/alejvargas\/wp-json\/wp\/v2\/types\/post"}],"author":[{"embeddable":true,"href":"https:\/\/www.uv.mx\/personal\/alejvargas\/wp-json\/wp\/v2\/users\/1222"}],"replies":[{"embeddable":true,"href":"https:\/\/www.uv.mx\/personal\/alejvargas\/wp-json\/wp\/v2\/comments?post=88"}],"version-history":[{"count":2,"href":"https:\/\/www.uv.mx\/personal\/alejvargas\/wp-json\/wp\/v2\/posts\/88\/revisions"}],"predecessor-version":[{"id":106,"href":"https:\/\/www.uv.mx\/personal\/alejvargas\/wp-json\/wp\/v2\/posts\/88\/revisions\/106"}],"wp:attachment":[{"href":"https:\/\/www.uv.mx\/personal\/alejvargas\/wp-json\/wp\/v2\/media?parent=88"}],"wp:term":[{"taxonomy":"category","embeddable":true,"href":"https:\/\/www.uv.mx\/personal\/alejvargas\/wp-json\/wp\/v2\/categories?post=88"},{"taxonomy":"post_tag","embeddable":true,"href":"https:\/\/www.uv.mx\/personal\/alejvargas\/wp-json\/wp\/v2\/tags?post=88"}],"curies":[{"name":"wp","href":"https:\/\/api.w.org\/{rel}","templated":true}]}}