研究者情報 | 神奈川大学

シマザキ　カズシ Shimazaki Kazushi 島﨑　和司所属神奈川大学建築学部建築学科神奈川大学大学院工学研究科建築学専攻職種教授
言語種別	日本語
発行・発表の年月	2010/09
形態種別	その他
査読	査読あり
標題	EXPERIMENTAL STUDY ON REINFORCED CONCRETE DAMPERS USING DE-BONDED DEFORMED BARS
執筆形態	単著
掲載誌名	Proc. 14th European Conference on Earthquake Engineering
概要	The demands of building owners have changed in recent years: they now wish to be able to continue using buildings with small repair cost even after a severe earthquake. A building system with dampers is one structural type which meets these performance requirements. There are various types of damper, and the axial yield type hysteresis damper is commonly used. This type damper should be designed to handle local buckling during compression yielding. An experimental research was carried out to develop good RC dampers using de-bonded deformed bars as the axial yield type hysteresis dampers. Two types are prepared. One is a RC stud column damper. The other one is a brace type damper. Tested results for the both dampers showed excellent performance as damping members. They had good repairability, and the performance does not degrade after repair works.