• Title/Summary/Keyword: 누적하중수정계수

Search Result 2, Processing Time 0.017 seconds

Stacking Durability Analysis of Fruit , Packaging Boxes by Creep (크리이프에 의한 과실 포장입자의 층적 내구성 분석)

  • 박종민;권순홍;권순구;김만수
    • Journal of Biosystems Engineering
    • /
    • v.21 no.2
    • /
    • pp.191-197
    • /
    • 1996
  • Allowable stacking duration of the corrugated fiberboard boxes being widely used for packaging fruits and vegetables was analyzed by the creep behavior and the cumulative load correction factor for the boxes. The stacking boxes were assumed to be stored at a nearly constant temperature and relative humidity condition. When the stacking duration was short period, the stacking height determined by two methods showed a little difference between them, but almost no difference was shown as the stacking duration was longer. Allowable stacking duration was rapidly decreased with the increase of static load applied on the stacking boxes, and allowable stacking duration of Box A was estimated the longer than that of Box B. A model of allowable stacking duration for the corrugated fiberboard box was developed as a function of the stacking load and the ambient relative humidity.

  • PDF

Experimental Study on Buckling Restrained Knee Bracing Systems Using Bolted Channel Sections (볼팅 고정 채널 형강 보강재를 이용한 비좌굴 Knee Bracing System의 내진성능에 대한 실험 연구)

  • Lee, Jin;Lee, Ki-Hak;Lee, Sung-Min;Shin, Ji-Wook;Kim, Young-Min
    • Journal of the Earthquake Engineering Society of Korea
    • /
    • v.13 no.2
    • /
    • pp.37-46
    • /
    • 2009
  • In this study, the seismic performance of the Buckling Restrained Knee Bracing (BRKB) system was evaluated through a pin-connected 1-bay 1-story frame. The BRKB system using a bolted channel section developed was composed of a steel plate as a load-resisting core member and two channel sections as a restrainment of the local and global buckling of the core plate. The main purpose of the BRKB system is to be used as an effective tool to re-strengthen/rehabilitate old low- and mid-rise RC frame buildings, which do not have enough seismic resistance to earthquake loadings. The main variables for the test specimens were the size of the core plates, stiffeners and the use of guide plates. The test results showed that the size of the core plate, which was the main element for the load-resisting member, was the most important parameter to achieve ductile behavior under tension as well as compression, until the maximum displacement exceed twice the design drift limit given by the AISC Seismic Provisions.