• 제목/요약/키워드: 중립면 높이

검색결과 2건 처리시간 0.019초

실내공간에서 화재 발생위치에 따른 연기거동에 대한 실험연구 (An Experimental Study of Smoke Movement of the Various Fire Location in Room)

  • 유홍선;정진용;이재하;홍기배
    • 대한기계학회논문집B
    • /
    • 제26권5호
    • /
    • pp.703-709
    • /
    • 2002
  • In order to investigate the smoke movement in three dimensional room fires, the center fire, wall fire and corner fire plume in different sized fires were studied experimentally by rectangular pool fire using methanol as a fuel. As the fire size became larger for the center fires placed at the center of the floor, the air flow rate entrained through the opening, average hot layer temperature, flame angle deflected backwards and mean flame height was observed to increase. On the other hand, as the fire size became smaller, the neutral plane height in the door and time reached steady-state was observed to decrease. The average hot layer temperature, mean flame height and doorway neutral plane height obtained from comer fire were higher than those produced by wall fires and center fires. The simple model for describing the effect of walls on the mean flame height was presented. It was shown that the model provides a good description of the present measurements, when used with the assumption by Hansell(1993), that the increase of the average flame height is equal to the ratio of the open to the total perimeters of the trays. Also the two models for predicting the effects of walls on the mean flame height were presented. These models overestimated the measured values of the mean flame height above fuel trays close to a wall and in a corner by approximately 19-26%, respectively.

포스트 텐션 공법으로 보강된 SC 합성보의 휨 거동 (Flexural Behavior of Steel-Concrete Composite Beams Strengthened by Post Tension Method)

  • 류수현;김희철
    • 한국구조물진단유지관리공학회 논문집
    • /
    • 제14권3호
    • /
    • pp.186-195
    • /
    • 2010
  • 본 논문은 SC합성보에 정착구의 높이, 새들의 형태, 가력시점을 변수로 하여 비부착 포스트텐션 보강을 하고 휨실험을 통해 보강방법을 평가하여 적절한 보강방법을 제시하고자 하엿다. 실험결과 보강 전 SC합성보의 최대내력은 실험값/이론값이 0.97로 나타났으나 보강 후는 1.00~1.21로 나타나 보강효과를 확인할 수 있었다. 변위 및 변형률 분석결과 정착구의 높이 및 가력시점에 상관없이 보강 후 중립축에 정착구를 설치한 D120계열 실험체가 최대하중이후 급격한 하중저하 없이 변위가 지속적으로 증가하며 각 부분의 변형률도 비교적 적게 나타나는 안정적인 거동을 했다. 보강효과면에서 선 가력 후 보강한 SCR-UD120실험체가 보강 전 SC합성보에 비해 최대내력이 1.72배 증가하여 가장 우수한 것으로 나타났다.