سال انتشار: ۱۳۸۴

محل انتشار: اولین همایش زلزله و سبک سازی

تعداد صفحات: ۷

نویسنده(ها):

Dr.-Ing. F.-O. Henkel – Woelfel Beratende Ingenieure, Hoechberg, German
Dr.-Ing. D. Klein – Woelfel Beratende Ingenieure, Hoechberg, Germany

چکیده:

In this paper, the influence of the infill in reinforced concrete frame structures on the seismic response of a five story dwelling structure is investigated. The effect of brick masonry infill and dry-walling infill are compared. The structure is modeled by finite beam and plate elements and analyzed by use of the simplified lateral force method according Eurocode 8 [1]. The advantages of dry-walling infill are stated and an outlook on further investigations is given.