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

سال انتشار: 1384
نوع سند: مقاله کنفرانسی
زبان: انگلیسی
مشاهده: 2,775

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شناسه ملی سند علمی:

ICELC01_28

تاریخ نمایه سازی: 6 دی 1384

چکیده 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.

کلیدواژه ها:

Earthquake analysis of reinforced concrete frame structures with infill ، comparison of brick masonry infill and dry-walling infill

نویسندگان

Dr.-Ing. F.-O. Henkel

Woelfel Beratende Ingenieure, Hoechberg, German

Dr.-Ing. D. Klein

Woelfel Beratende Ingenieure, Hoechberg, Germany