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좌굴구속형 강재댐퍼로 보강된 부재의 횡하중-횡변위 관계
문주현 ( Mun Ju Hyun ),심재일 ( Sim Jae Il ) 한국구조물진단유지관리공학회 2017 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.21 No.1
The reinforcement effect of buckling resistance steel damper on member with two-column and beam is evaluated by investigating the relationship of lateral load and displacement.
탄성동적하중하에서 천장 연결재의 강성변화에 따른 천장시스템의 변위
문주현 ( Mun Ju Hyun ),최용수 ( Choi Yong Soo ),심재일 ( Sim Jae Il ) 한국구조물진단유지관리공학회 2017 한국구조물진단유지관리공학회 학술발표대회 논문집 Vol.21 No.2
This study evaluated displacement of ceiling system under lastic dynamic load. Main parameters are change of stiffness at connections of bolt and C channel ranged between 0.1~2.0 kN/mm. Program for elastic dynamic anaysis is the MIDAS ZEN. Analysis results showed that connections between bolt and C channel was effective on decreasing of displacement of ceiling system.
문주현 ( Ju-hyun Mun ),임채림 ( Chae-rim Im ),왕혜린 ( Hye-rin Wang ),양근혁 ( Keun-hyeok Yang ) 한국구조물진단유지관리공학회 2021 한국구조물진단유지관리공학회 논문집 Vol.25 No.6
이 연구의 목적은 천장구조재의 내진성능향상을 위해 개발된 제진장치(seismic dampingㆍisolation unit, 이하 SDI 유닛)의 압축 및 인장하중상태의 하중-변위 관계를 평가하고 축하중 설계를 위한 기초자료를 구축하는데에 있다. 주요변수는 스프링의 유무, 방진고무의 적층수와 스프링과 방진고무의 결합을 위해 설치된 볼트의 프리스트레스력의 크기 그리고 재하방법이다. 실험결과 볼트의 프리스트레스력의 크기가 클수록, 반복하중 보다는 단조하중에서, 그리고 스프링이 있는 SDI 유닛은 하중-변위관계에서 탄성한계점까지의 강성증가 뿐만 아니라 최대 하중 이후의 연성거동에 유리하였다. 결과적으로 에너지 소산능력은 스프링이 있으면서, 3층의 방진고무 및 볼트 항복강도의 10%의 프리스트레스력을 갖는 SDI 유닛에서 가장 높았다. 개발된 SDI 유닛의 인장내력에 대해 JIS B 2704-1(2018) 및 KDS 31 00(2019)의 기준은 단조상태에서는 안전측에서 평가된 반면, 반복하중상태에서 약 10% 높게 평가되었다. The objective of this study is to establish the fundamental design data for axial load-displacement relationship under axial monotonic or cyclic responses of seismic damping·isolation (SDI) units developed for ceiling structures. The main parameters include the installation of a spring, the number of rubber layer, prestress stress of bolts for connector between the spring and rubbers, and loading type. Test results showed that SDI units with a spring in the core and higher prestress stress of bolts tended to be higher stiffness at the ascending branch and more ductile behavior at the descending branch. This trends more notable for the specimens under monotonic load rather than cyclic loads. Consequently, the energy dissipation of SDI unit can be optimally designed with the following conditions: installation of a spring within 3-layer rubbers and prestress applied to the bolts at 10% of their yielding strength . When compared with the experimental tension capacity of the developed SDI units, the predictions by JIS B 2704-1 and KDS 31 00 are conservative under monotonic loading but higher by approximately 10% under cyclic loading.
섬유 및 혼화제를 이용한 황토 모르타르의 수축균열 제어
문주현(Mun Ju-Hyun),양근혁(Yang Keun-Hyeok),전중규(Jeon Joong-Kyu),황혜주(Hwang Hye-Zoo) 대한건축학회 2012 大韓建築學會論文集 : 構造系 Vol.28 No.8
A total of 8 hwang-toh mortar mixes with no cement were tested to evaluate the effect of different fibers and admixtures on the control of shrinkage cracks of such mortars. The fiber types added were Lyocell, Poly-Amid and PVA, while, CSA and organic polymer were selected as the admixture. The shrinkage crack resistance of hwang-toh mortar were examined from the unrestrained drying shrinkage strain, restrained drying shrinkage and plastic shrinkage. Test results revealed that the unrestrained drying shrinkage strain of hwang-toh mortar sharply increased at an early age showing approximately 2.5 times higher values than predictions obtained from ACI 209, regardless of the addition of fibers and admixtures. In addition, cracks owing to the restrained drying shrinkage developed at the only age of 1.6 days in all test mixes; as a result, the cracking grade of hwang-toh mortar was evaluated to be high. On the other hand, the addition of fibers required a value of fiber spacing above 0.0003 in order to enhance the tensile resistance capacity of hwang-toh mortar under the restrained drying shrinkage and reduce the cracking area under the plastic shrinkage. Overall, it could be concluded that moist curing at an early age and the addition of fiber with fiber spacing above 0.0003 are practically effective in reducing shrinkage crack of hwang-toh mortar.