강재 보강에 따른 기존 학교건축물의 내진성능에 관한 실험적 연구

Title
강재 보강에 따른 기존 학교건축물의 내진성능에 관한 실험적 연구
Other Titles
Experimental Study on Seismic Performance Existing School Buildings due to the Steel Reinforcement
Author(s)
박성무권영욱이호[이호]변상민[변상민]
Keywords
Lateral load; Braced frame; Ductility; Energy dissipation; Hysteretic behavior; Strength; Fracture shape
Issue Date
201309
Publisher
한국공간구조학회
Citation
한국공간구조학회지, v.13, no.3, pp.45 - 55
Abstract
The core aim of this paper is to empirically scrutinize a strength characteristic and ductility of the beam-column frame of reinforced with steel subjected to the cyclic lateral load. First and foremost, I the author embarks upon making four prototypes vis-à-vis this research. Through this endeavour, the author has analysed cyclic behavior, fracture shape, ductility and energy dissipation of the normal beam-column frame and a beam-column frame of reinforced with steel. In addition, the survey has revealed the exact stress transfer path and the destructive mechanism in order to how much a beam-column frame of reinforced with steel has resistance to earthquake regarding all types of building, as well as school construction. To get the correct data, the author has compared the normal beam-column frame and three types of the beam-column frame of reinforced with steel following these works, the characteristic of cyclic behavior, destructive mechanism, ductility, and Energy dissipation of normal beam-column frame and a beam-column frame of reinforced with steel have been examined clearly.
URI
http://hdl.handle.net/YU.REPOSITORY/28918http://dx.doi.org/10.9712/KASS.2013.13.2.045
ISSN
1598-4095
Appears in Collections:
건축학부 > 건축학부 > Articles
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