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Seismic design of a multistory reinforced concrete frame structure: Comparison of the effect of conventional brick masonry and advanced dry-walling infill on the seismic response
نويسندهگان:
Dr.-Ing. F.-O. Henkel - Woelfel Beratende Ingenieure, Hoechberg, German
Dr.-Ing. D. Klein - Woelfel Beratende Ingenieure, Hoechberg, Germany
خلاصه مقاله:
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.
كلمات كليدي:
Earthquake analysis of reinforced concrete frame structures with infill, comparison of brick masonry infill and dry-walling infill
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