{"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\/fr\/calcul-de-la-resistance-horizontale-selon-la-reglementation-sismique-turque-en-matiere-de-batiments\/","title":{"rendered":"Calcul de la r\u00e9sistance horizontale selon la r\u00e9glementation turque sur les tremblements de terre dans les b\u00e2timents"},"content":{"rendered":"
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Sections importantes du r\u00e8glement<\/h2>

La r\u00e9glementation turque relative aux b\u00e2timents r\u00e9sistants aux tremblements de terre, officiellement connue sous le nom de \u00ab Principes de conception des b\u00e2timents soumis \u00e0 des tremblements de terre \u00bb, a \u00e9t\u00e9 mise \u00e0 jour en 2018. Au chapitre 10 de la derni\u00e8re version mise \u00e0 jour, des r\u00e8gles de base pour les structures en acier l\u00e9ger ont \u00e9galement \u00e9t\u00e9 d\u00e9finies.
La limite de hauteur des structures l\u00e9g\u00e8res en acier est d\u00e9finie par BYS = 8. Par cons\u00e9quent, le point le plus \u00e9lev\u00e9 de toute structure l\u00e9g\u00e8re en acier peut \u00eatre \u00e9tendu jusqu'\u00e0 10,5 m, en fonction de la classe de conception sismique. Il est envisag\u00e9 d'utiliser la m\u00e9thode de charge sismique \u00e9quivalente dans le calcul des charges sismiques et de prendre la p\u00e9riode de vibration naturelle \u00e0 0,2 seconde pour le calcul de l'acc\u00e9l\u00e9ration spectrale de conception \u00e9lastique. Le coefficient de comportement du syst\u00e8me porteur R et le coefficient d'exc\u00e8s de r\u00e9sistance D sont donn\u00e9s respectivement par R = 3 ou 4 et D = 2, en fonction du mat\u00e9riau de rev\u00eatement des panneaux de cisaillement.
La m\u00e9thode courante consiste \u00e0 cr\u00e9er des panneaux de cisaillement, o\u00f9 les panneaux muraux rev\u00eatus pr\u00e9sentent une r\u00e9sistance horizontale et la r\u00e9sistance totale des murs sp\u00e9cifi\u00e9e dans n'importe quelle direction peut \u00eatre calcul\u00e9e. La contribution des panneaux d'une largeur sup\u00e9rieure \u00e0 300 mm et d'un rapport hauteur\/largeur sup\u00e9rieur \u00e0 4 sera prise en compte dans la conception.<\/span><\/p>

\"Figure<\/p>

Figure 1. Construction de panneaux coulissants. TDY 2018 Figure 10.7<\/p>

La m\u00e9thode de conception peut \u00eatre choisie entre \u00ab Conception avec coefficients de s\u00e9curit\u00e9 (GKT) \u00bb ou \u00ab Conception avec coefficients de charge et de r\u00e9sistance (YDKT) \u00bb. La r\u00e9sistance totale \u00e0 atteindre sera r\u00e9duite en utilisant les facteurs de r\u00e9duction de r\u00e9sistance appropri\u00e9s. Pour GKT, \u03a9=2,5 et pour YDKT, \u03c6=0,6 sera pris. Cependant, si les forces de cisaillement sur les planchers obtenues par la m\u00e9thode de charge sismique \u00e9quivalente sont inf\u00e9rieures \u00e0 celles obtenues \u00e0 partir des effets du vent, un panneau de cisaillement sera cr\u00e9\u00e9 avec la m\u00eame m\u00e9thode et \u03a9=2,0 et \u03c6=0,65 seront utilis\u00e9s.
Des \u00e9videments peuvent \u00eatre cr\u00e9\u00e9s sur les fa\u00e7ades des b\u00e2timents. Notre r\u00e9glementation ne pr\u00e9voit aucune exigence concernant la disposition des panneaux coulissants, \u00e0 l'exception des irr\u00e9gularit\u00e9s g\u00e9n\u00e9rales du plan. Dans de tels cas, l'article 10.2.2.2 du r\u00e8glement peut \u00eatre utilis\u00e9. Selon la norme AISI S230, si les \u00e9videments sont inf\u00e9rieurs \u00e0 1200 mm, on suppose que les panneaux coulissants pr\u00e9senteront une r\u00e9sistance dans une seule direction.<\/p>

\"Figure<\/p>

Figure 2. Lin\u00e9arit\u00e9 dans les panneaux de cisaillement. AISI S230-19 Figure E8-2<\/p>

Apr\u00e8s avoir s\u00e9lectionn\u00e9 l'emplacement des panneaux coulissants sur le plan, il faut proc\u00e9der \u00e0 des d\u00e9tails. Le tableau 10.5 du r\u00e8glement peut \u00eatre utilis\u00e9 \u00e0 cet effet. Dans ce tableau, l'espacement des vis sur le bord et \u00e0 l'int\u00e9rieur, les mat\u00e9riaux de rev\u00eatement et la r\u00e9sistance approximative de la longueur unitaire peuvent \u00eatre vus. Si aucune information sur la r\u00e9sistance n'est obtenue par des essais physiques conform\u00e9ment aux conditions d'essai d\u00e9finies \u00e0 l'annexe 10.C du r\u00e8glement, la r\u00e9sistance du panneau coulissant construit conform\u00e9ment aux conditions d\u00e9finies dans cette section devra \u00eatre d\u00e9termin\u00e9e par des exp\u00e9riences.<\/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 =… Lire la suite »Calcul de la r\u00e9sistance horizontale selon la r\u00e9glementation turque sur les tremblements de terre dans les b\u00e2timents<\/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\/fr\/calcul-de-la-resistance-horizontale-selon-la-reglementation-sismique-turque-en-matiere-de-batiments\/\" \/>\n<meta property=\"og:locale\" content=\"fr_FR\" \/>\n<meta property=\"og:type\" content=\"article\" \/>\n<meta property=\"og:title\" content=\"Arkitech - 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