{"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\/de\/horizontalfestigkeitsberechnung-gemas-der-turkischen-bau-erdbebenverordnung\/","title":{"rendered":"Horizontale Festigkeitsberechnung gem\u00e4\u00df der t\u00fcrkischen Geb\u00e4udeerdbebenverordnung"},"content":{"rendered":"<div data-elementor-type=\"wp-post\" data-elementor-id=\"7193\" class=\"elementor elementor-7193\" data-elementor-settings=\"[]\">\n\t\t\t\t\t\t\t<div class=\"elementor-section-wrap\">\n\t\t\t\t\t\t\t<section class=\"elementor-section elementor-top-section elementor-element elementor-element-a07d108 elementor-section-boxed elementor-section-height-default elementor-section-height-default\" data-id=\"a07d108\" data-element_type=\"section\">\n\t\t\t\t\t\t<div class=\"elementor-container elementor-column-gap-default\">\n\t\t\t\t\t<div class=\"elementor-column elementor-col-100 elementor-top-column elementor-element elementor-element-5373093\" data-id=\"5373093\" data-element_type=\"column\">\n\t\t\t<div class=\"elementor-widget-wrap elementor-element-populated\">\n\t\t\t\t\t\t\t\t<div class=\"elementor-element elementor-element-2f384a1 elementor-widget elementor-widget-text-editor\" data-id=\"2f384a1\" data-element_type=\"widget\" data-widget_type=\"text-editor.default\">\n\t\t\t\t<div class=\"elementor-widget-container\">\n\t\t\t\t\t\t\t<h2>Wichtige Abschnitte der Verordnung<\/h2><p><span style=\"font-size: 16px;\">Die Bauerdbebenvorschriften der T\u00fcrkei, offiziell bekannt als \u201eGrunds\u00e4tze f\u00fcr die Gestaltung von Geb\u00e4uden unter Erdbebeneinwirkung\u201c, wurden 2018 aktualisiert. In Kapitel 10 der neuesten aktualisierten Fassung wurden auch Grundregeln f\u00fcr leichte Stahlkonstruktionen definiert.<br \/>Die H\u00f6hengrenze f\u00fcr leichte Stahlkonstruktionen ist mit BYS = 8 definiert. Daher kann der h\u00f6chste Punkt jeder leichten Stahlkonstruktion je nach Erdbebenauslegungsklasse bis zu 10,5 m verl\u00e4ngert werden. Es ist vorgesehen, bei der Berechnung der Erdbebenlasten die Methode der \u00e4quivalenten Erdbebenlast zu verwenden und f\u00fcr die Berechnung der elastischen Spektralbeschleunigung die Eigenschwingungsperiode mit 0,2 Sekunden anzusetzen. Der Tragverhaltensbeiwert R und der Festigkeits\u00fcberschussbeiwert D betragen R = 3 bzw. 4 bzw. D = 2, abh\u00e4ngig vom Beschichtungsmaterial der Schubplatten.<br \/>Die \u00fcbliche Methode ist die Erstellung von Scherplatten, bei denen die verkleideten Wandplatten eine horizontale Festigkeit aufweisen und der Gesamtwiderstand der W\u00e4nde in jeder Richtung berechnet werden kann. Der Beitrag von Paneelen mit einer Breite von mehr als 300 mm und einem H\u00f6hen-zu-Breiten-Verh\u00e4ltnis von mehr als 4 wird bei der Planung ber\u00fccksichtigt.<\/span><\/p><p><img class=\"aligncenter wp-image-7196 size-full\" src=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/11\/Figure-1.-Constructing-sliding-panels.-TDY-2018-Figure-10.7.jpg\" alt=\"Abbildung 1. Bau von Schiebepaneelen. TDY 2018 Abbildung 10.7\" width=\"771\" height=\"262\" srcset=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/11\/Figure-1.-Constructing-sliding-panels.-TDY-2018-Figure-10.7.jpg 771w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/11\/Figure-1.-Constructing-sliding-panels.-TDY-2018-Figure-10.7-300x102.jpg 300w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/11\/Figure-1.-Constructing-sliding-panels.-TDY-2018-Figure-10.7-768x261.jpg 768w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/11\/Figure-1.-Constructing-sliding-panels.-TDY-2018-Figure-10.7-18x6.jpg 18w\" sizes=\"(max-width: 771px) 100vw, 771px\" \/><\/p><p style=\"text-align: center;\">Abbildung 1. Bau von Schiebepaneelen. TDY 2018 Abbildung 10.7<\/p><p>Als Bemessungsmethode kann \u201eBemessung mit Sicherheitskoeffizienten (GKT)\u201c oder \u201eBemessung mit Last- und Festigkeitskoeffizienten (YDKT)\u201c gew\u00e4hlt werden. Die zu erreichende Gesamtfestigkeit wird durch Anwendung der entsprechenden Festigkeitsminderungsfaktoren reduziert. F\u00fcr GKT wird \u03a9=2,5 und f\u00fcr YDKT \u03c6=0,6 angenommen. Wenn jedoch die durch die Methode der \u00e4quivalenten Erdbebenlast ermittelten Scherkr\u00e4fte auf den B\u00f6den geringer sind als die durch Windeinwirkungen ermittelten, wird mit der gleichen Methode ein Scherfeld erstellt und \u03a9=2,0 und \u03c6=0,65 verwendet.<br \/>An Geb\u00e4udefassaden k\u00f6nnen Aussparungen geschaffen werden. Abgesehen von allgemeinen Unregelm\u00e4\u00dfigkeiten im Plan gibt es in unserer Verordnung keine Anforderungen an die Anordnung von Schiebepaneelen. In solchen F\u00e4llen kann Artikel 10.2.2.2 der Verordnung herangezogen werden. Laut AISI S230 wird bei Vertiefungen von weniger als 1200 mm davon ausgegangen, dass die Gleitplatten eine Festigkeit in einer Richtung aufweisen.<\/p><p><img class=\"aligncenter wp-image-7197 size-full\" src=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/11\/Figure-2.-Linearity-in-shear-panels.-AISI-S230-19-Figure-E8-2.jpg\" alt=\"Abbildung 2. Linearit\u00e4t in Schubfeldern. AISI S230-19 Abbildung E8-2\" width=\"708\" height=\"238\" srcset=\"https:\/\/arkitechglobal.com\/media\/uploads\/2023\/11\/Figure-2.-Linearity-in-shear-panels.-AISI-S230-19-Figure-E8-2.jpg 708w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/11\/Figure-2.-Linearity-in-shear-panels.-AISI-S230-19-Figure-E8-2-300x101.jpg 300w, https:\/\/arkitechglobal.com\/media\/uploads\/2023\/11\/Figure-2.-Linearity-in-shear-panels.-AISI-S230-19-Figure-E8-2-18x6.jpg 18w\" sizes=\"(max-width: 708px) 100vw, 708px\" \/><\/p><p style=\"text-align: center;\">Abbildung 2. Linearit\u00e4t in Schubfeldern. AISI S230-19 Abbildung E8-2<\/p><p>Nachdem Sie die Platzierung der Schiebepaneele im Plan ausgew\u00e4hlt haben, m\u00fcssen Sie die Detaillierung vornehmen. Hierzu kann Tabelle 10.5 der Verordnung herangezogen werden. In dieser Tabelle sind die Abst\u00e4nde der Schrauben am Rand und innen, die Beschichtungsmaterialien und die ungef\u00e4hre St\u00fcckl\u00e4ngenfestigkeit ersichtlich. Liegen keine Festigkeitsinformationen vor, die durch physikalische Tests gem\u00e4\u00df den in Anhang 10.C der Verordnung definierten Testbedingungen ermittelt wurden, muss die Festigkeit der Gleitplatte, die gem\u00e4\u00df den in diesem Abschnitt definierten Bedingungen hergestellt wurde, durch Experimente ermittelt werden.<\/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":"<p>Important Sections from the Regulation Turkey&#8217;s building earthquake regulations, officially known as &#8220;Principles for the Design of Buildings Under the Effect of Earthquakes&#8221;, 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 =&hellip;&nbsp;<a href=\"https:\/\/arkitechglobal.com\/de\/horizontalfestigkeitsberechnung-gemas-der-turkischen-bau-erdbebenverordnung\/\" class=\"\" rel=\"bookmark\">Weiterlesen &raquo;<span class=\"screen-reader-text\">Horizontale Festigkeitsberechnung gem\u00e4\u00df der t\u00fcrkischen Geb\u00e4udeerdbebenverordnung<\/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":"<!-- This site is optimized with the Yoast SEO plugin v17.5 - 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