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Abstract:	Ausgehend von den positiven Erfahrungen mit steifen Gebäuden in Starkbebengebieten wird auf der Basis der türkischen Erdbebennorm ein Vorschlag zur Vorbemessung von Aussteifungselementen für erhöhte seismische Beanspruchungen ausgearbeitet. Die entwickelten Gleichungen beschreiben auf der Basis von wenigen Kenndaten wie Grundbeschleunigung und Betonzugfestigkeit notwendige Wandquerschnittsflächen bzw. Wandlängen in den jeweiligen Geschossen. Ein Beispiel für einen typischen Gewerbebau verdeutlicht den Rechenablauf der Vorbemessung. Preliminary Design of Bracing Elements for Heavy Earthquake Loads Due to the positive experience with stiff buildings in areas of strong earthquakes, a proposition for the preliminary design of the bracing elements will be prepared based on the Turkish earthquake regulation. The developed equations, based on few characteristics like basic acceleration and concrete tensile strength, will describe the necessary cross sectional areas of the wall, respectively the wall length of each level. One example for a typical commercial building will clarify the calculation process of the preliminary design.
Source:	Beton- und Stahlbetonbau 106 (2011), No. 4
Page/s:	260-266
Language of Publication:	German

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