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반복하중을 받는 철근콘크리트 단차형 내부 보-기둥 접합부의 이력거동 특성
하기주(Ha, Gee-Joo),신종학(Shin, Jong-Hak),허민행(Huh, Mean-Haeng),하재훈(Ha, Jae-Hoon),이재근(Lee, Jae-Gun) 한국구조물진단유지관리학회 2009 한국구조물진단학회 학술발표회논문집 Vol.2009 No.1
In this dissertation, experimental program was carried out to study the hysteretic behavior of the reinforced different floor type interior beam-column joint repeated cyclic loads under seismic actions. The test results was as follow. The reinforced interior beam-column joint, designed by the different floor type, was increased energy dissipation capacity and maximum load carrying capacity according to the increase of different floor in comparison to standard specimen. And it was also dissimilar to failure mode adjacent to joint region. energy dissipation capacity of each specimen, designed by the different floor type, was increased 1.001~1.20 times in comparison to standard specimen.
반복하중을 받는 철근콘크리트 단차형 내부 보-기둥 접합부의 이력거동 특성
하기주 ( Ha Gee-joo ),신종학 ( Shin Jong-hak ),허민행 ( Huh Mean-haeng ),하재훈 ( Ha Jae-hoon ),이재근 ( Lee Jae-gun ) 한국구조물진단유지관리공학회 2009 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.13 No.1
In this dissertation, experimental program was carried out to study the hysteretic behavior of the reinforced different floor type interior beam-column joint repeated cyclic loads under seismic actions. The test results was as follow. The reinforced interior beam-column joint, designed by the different floor type, was increased energy dissipation capacity and maximum load carrying capacity according to the increase of different floor in comparison to standard specimen. And it was also dissimilar to failure mode adjacent to joint region, energy dissipation capacity of each specimen, designed by the different floor type, was increased 1.001~1.20 times in comparison to standard specimen.