Vorträge und Posterpräsentationen (mit Tagungsband-Eintrag):
K. Tavoussi Tafreshi, T. Pixner, W. Winter:
"Case Studies Of Bracing Systems For Multistorey Timber Buildings Up To 20 Storeys";
Vortrag: Sixth International Conference of Seismology and Earthquake Engineering,
Teheran- Iran;
16.05.2011
- 18.05.2011; in: "Sixth International Conference of Seismology and Earthquake Engineering",
(2011),
Paper-Nr. 10145,
8 S.
Kurzfassung englisch:
In urban areas a good alternative for multi-storey buildings are modern timber structures with big openings in the façade. This is why innovative bracing systems are desirable and should be more investigated. According to that fact 3 projects combining testing and modelling were carried out. As a result we expect "well designed" multi storey timber structures to show good behaviour in case of earthquake. We assume that for high rise buildings the load case wind will be significant for the tension anchor forces and the inter-storey drift.
Schlagworte:
timber, multi-storey, earthquake, stiffening, ductility, CLT
Erstellt aus der Publikationsdatenbank der Technischen Universität Wien.