{"id":7193,"date":"2023-11-27T09:02:01","date_gmt":"2023-11-27T09:02:01","guid":{"rendered":"https:\/\/arkitechglobal.com\/?p=7193"},"modified":"2023-11-27T09:05:40","modified_gmt":"2023-11-27T09:05:40","slug":"horizontal-strength-calculation-according-to-turkish-building-earthquake-regulation","status":"publish","type":"post","link":"https:\/\/arkitechglobal.com\/es\/calculo-de-resistencia-horizontal-segun-la-regulacion-turca-de-construccion-sismo\/","title":{"rendered":"C\u00e1lculo de la resistencia horizontal seg\u00fan la normativa turca contra terremotos en edificios"},"content":{"rendered":"
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Secciones importantes del Reglamento<\/h2>

Las normas de construcci\u00f3n contra terremotos de Turqu\u00eda, oficialmente conocidas como \u201cPrincipios para el dise\u00f1o de edificios bajo el efecto de terremotos\u201d, se actualizaron en 2018. En el Cap\u00edtulo 10 de la \u00faltima versi\u00f3n actualizada, tambi\u00e9n se definieron reglas b\u00e1sicas para estructuras de acero ligeras.
El l\u00edmite de altura de las estructuras de acero livianas se define como BYS = 8. Por lo tanto, el punto m\u00e1s alto de cualquier estructura de acero liviana se puede extender hasta 10,5 m, dependiendo de la clase de dise\u00f1o s\u00edsmico. Se prev\u00e9 utilizar el m\u00e9todo de carga s\u00edsmica equivalente en el c\u00e1lculo de cargas s\u00edsmicas y tomar el per\u00edodo de vibraci\u00f3n natural como 0,2 segundos para el c\u00e1lculo de la aceleraci\u00f3n espectral de dise\u00f1o el\u00e1stico. El coeficiente de comportamiento del sistema portante R y el coeficiente de exceso de resistencia D se dan como R = 3 o 4 y D = 2, respectivamente, dependiendo del material de revestimiento de los paneles de corte.
El m\u00e9todo com\u00fan es crear paneles de corte, donde los paneles de pared revestidos muestran resistencia horizontal y se puede calcular la resistencia total de las paredes especificadas en cualquier direcci\u00f3n. En el dise\u00f1o se tendr\u00e1 en cuenta la aportaci\u00f3n de paneles con un ancho superior a 300 mm y una relaci\u00f3n alto-ancho superior a 4.<\/span><\/p>

\"Figura<\/p>

Figura 1. Construcci\u00f3n de paneles corredizos. TDY 2018 Figura 10.7<\/p>

Se puede seleccionar Dise\u00f1o con coeficientes de seguridad (GKT)\u201d o \u201cDise\u00f1o con coeficientes de carga y resistencia (YDKT)\u201d como m\u00e9todo de dise\u00f1o. La fuerza total a alcanzar se reducir\u00e1 utilizando los factores de reducci\u00f3n de fuerza relevantes. Para GKT se tomar\u00e1 \u03a9=2,5 y para YDKT, \u03c6=0,6. Sin embargo, si las fuerzas de corte sobre los pisos obtenidas por el m\u00e9todo de carga s\u00edsmica equivalente son menores que las obtenidas por efectos del viento, se crear\u00e1 un panel de corte con el mismo m\u00e9todo y se utilizar\u00e1 \u03a9=2.0 y \u03c6=0.65.
Se pueden crear huecos en las fachadas de los edificios. No existen requisitos en nuestro reglamento con respecto a la disposici\u00f3n de los paneles correderos, salvo irregularidades generales en el plano. En tales casos se podr\u00e1 utilizar el art\u00edculo 10.2.2.2 del reglamento. Seg\u00fan AISI S230, si las muescas son inferiores a 1200 mm, se supone que los paneles deslizantes mostrar\u00e1n resistencia en una sola direcci\u00f3n.<\/p>

\"Figura<\/p>

Figura 2. Linealidad en paneles de cortante. AISI S230-19 Figura E8-2<\/p>

Despu\u00e9s de seleccionar la ubicaci\u00f3n de los paneles correderos en el plano, se deben realizar los detalles. Para ello se puede utilizar la tabla 10.5 del reglamento. En esta tabla se puede ver la distancia de los tornillos en el borde y en el interior, los materiales de revestimiento y la resistencia longitudinal aproximada de la unidad. Si no se obtiene informaci\u00f3n sobre la resistencia mediante pruebas f\u00edsicas de acuerdo con las condiciones de prueba definidas en el Anexo 10.C del reglamento, la resistencia del panel deslizante construido de acuerdo con las condiciones definidas en esta secci\u00f3n deber\u00e1 determinarse mediante experimentos.<\/p>\t\t\t\t\t\t<\/div>\n\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>\n\t\t<\/div>\n\t\t\t\t\t\t\t<\/div>\n\t\t<\/section>\n\t\t\t\t\t\t<\/div>\n\t\t\t\t\t<\/div>","protected":false},"excerpt":{"rendered":"

Important Sections from the Regulation Turkey’s building earthquake regulations, officially known as “Principles for the Design of Buildings Under the Effect of Earthquakes”, were updated in 2018. In Chapter 10 of the latest updated version, basic rules for light steel structures were also defined.The height limit of light steel structures is defined as BYS =… Leer m\u00e1s »C\u00e1lculo de la resistencia horizontal seg\u00fan la normativa turca contra terremotos en edificios<\/span><\/a><\/p>","protected":false},"author":1,"featured_media":7194,"comment_status":"open","ping_status":"open","sticky":false,"template":"","format":"standard","meta":{"neve_meta_sidebar":"","neve_meta_container":"","neve_meta_enable_content_width":"","neve_meta_content_width":0,"neve_meta_title_alignment":"","neve_meta_author_avatar":"","neve_post_elements_order":"","neve_meta_disable_header":"","neve_meta_disable_footer":"","neve_meta_disable_title":"","neve_meta_reading_time":""},"categories":[16],"tags":[19,89,90,84,124,21,22,23,91,93],"yoast_head":"\nArkitech - Horizontal Strength Calculation According to Turkish Building Earthquake Regulation<\/title>\n<meta name=\"description\" content=\"\u201cDesign with Safety Coefficients (GKT)\u201d or \u201cDesign with Load and Strength Coefficients (YDKT)\u201d can be selected as the design method.\" \/>\n<meta name=\"robots\" content=\"index, follow, max-snippet:-1, max-image-preview:large, max-video-preview:-1\" \/>\n<link rel=\"canonical\" href=\"https:\/\/arkitechglobal.com\/es\/calculo-de-resistencia-horizontal-segun-la-regulacion-turca-de-construccion-sismo\/\" \/>\n<meta property=\"og:locale\" content=\"es_ES\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Arkitech - Horizontal Strength Calculation According to Turkish Building Earthquake Regulation\" \/>\n<meta property=\"og:description\" content=\"\u201cDesign with Safety Coefficients (GKT)\u201d or \u201cDesign with Load and Strength Coefficients (YDKT)\u201d can be selected as the design method.\" \/>\n<meta property=\"og:url\" content=\"https:\/\/arkitechglobal.com\/es\/calculo-de-resistencia-horizontal-segun-la-regulacion-turca-de-construccion-sismo\/\" \/>\n<meta property=\"og:site_name\" content=\"Arkitech\" \/>\n<meta property=\"article:published_time\" content=\"2023-11-27T09:02:01+00:00\" \/>\n<meta property=\"article:modified_time\" content=\"2023-11-27T09:05:40+00:00\" \/>\n<meta name=\"twitter:card\" content=\"summary_large_image\" \/>\n<meta name=\"twitter:image\" content=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/11\/Horizontal-Strength-Calculation-According-to-Turkish-Building-Earthquake-Regulation.webp\" \/>\n<meta name=\"twitter:label1\" content=\"Escrito por\" \/>\n\t<meta name=\"twitter:data1\" content=\"Pumpmedya\" \/>\n\t<meta name=\"twitter:label2\" content=\"Tiempo de lectura\" \/>\n\t<meta name=\"twitter:data2\" content=\"3 minutos\" \/>\n<script type=\"application\/ld+json\" class=\"yoast-schema-graph\">{\"@context\":\"https:\/\/schema.org\",\"@graph\":[{\"@type\":\"Organization\",\"@id\":\"https:\/\/arkitechglobal.com\/#organization\",\"name\":\"Arkitech\",\"url\":\"https:\/\/arkitechglobal.com\/\",\"sameAs\":[],\"logo\":{\"@type\":\"ImageObject\",\"@id\":\"https:\/\/arkitechglobal.com\/#logo\",\"inLanguage\":\"es\",\"url\":\"https:\/\/arkitechglobal.com\/media\/uploads\/2021\/11\/Logo_hd.png\",\"contentUrl\":\"https:\/\/arkitechglobal.com\/media\/uploads\/2021\/11\/Logo_hd.png\",\"width\":200,\"height\":100,\"caption\":\"Arkitech\"},\"image\":{\"@id\":\"https:\/\/arkitechglobal.com\/#logo\"}},{\"@type\":\"WebSite\",\"@id\":\"https:\/\/arkitechglobal.com\/#website\",\"url\":\"https:\/\/arkitechglobal.com\/\",\"name\":\"Arkitech\",\"description\":\"Advanced Construction Technologies\",\"publisher\":{\"@id\":\"https:\/\/arkitechglobal.com\/#organization\"},\"potentialAction\":[{\"@type\":\"SearchAction\",\"target\":{\"@type\":\"EntryPoint\",\"urlTemplate\":\"https:\/\/arkitechglobal.com\/?s={search_term_string}\"},\"query-input\":\"required name=search_term_string\"}],\"inLanguage\":\"es\"},{\"@type\":\"ImageObject\",\"@id\":\"https:\/\/arkitechglobal.com\/horizontal-strength-calculation-according-to-turkish-building-earthquake-regulation\/#primaryimage\",\"inLanguage\":\"es\",\"url\":\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/11\/Horizontal-Strength-Calculation-According-to-Turkish-Building-Earthquake-Regulation.webp\",\"contentUrl\":\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/11\/Horizontal-Strength-Calculation-According-to-Turkish-Building-Earthquake-Regulation.webp\",\"width\":1920,\"height\":1080,\"caption\":\"Horizontal Strength Calculation According to Turkish Building Earthquake Regulation\"},{\"@type\":\"WebPage\",\"@id\":\"https:\/\/arkitechglobal.com\/horizontal-strength-calculation-according-to-turkish-building-earthquake-regulation\/#webpage\",\"url\":\"https:\/\/arkitechglobal.com\/horizontal-strength-calculation-according-to-turkish-building-earthquake-regulation\/\",\"name\":\"Arkitech - 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