http://chineseinput.net/에서 pinyin(병음)방식으로 중국어를 변환할 수 있습니다.
변환된 중국어를 복사하여 사용하시면 됩니다.
강판 배치 및 형상비에 따른 병렬 강판전단벽 거동 규명을 위한 해석적 연구
조병현 ( Jo Byeonghyeon ),오근영 ( Oh Keunyeong ),하헌준 ( Ha Heonjun ),이강민 ( Lee Kangmin ) 한국구조물진단유지관리공학회 2018 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.22 No.1
The purpose of this study was to improve the buckling strength of steel plate shear wall system. The variable of this study was arrangement and aspect ratio of steel plate. The arrangement of continuity and both sides were compared. And the aspect ratio 1.3 and 0.8 were compared. As a result, there was no significant difference between the arrangement of continuity and both sides, and it was observed that there was no significant difference of behavior when the aspect ratio was decreased.
H형강을 이용한 모듈러 구조시스템 접합부의 구조성능평가
장대희 ( Jang Daehee ),오근영 ( Oh Keunyeong ),조병현 ( Jo Byeonghyeon ),이강민 ( Lee Kangmin ) 한국구조물진단유지관리공학회 2018 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.22 No.2
This paper was conducted to evaluate structural performance of modular system connection with bracket. It was evaluated to two external connection specimens and two internal connection specimens. As a result of experiment, excessive shear deformation of the bracket was observed in all of the specimens. However, all of the specimens satisfied the requirement for intermediate moment frames (IMF) targeted in the experiment.