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首页> 外文期刊>Engineering Structures >Tornado-induced wind loads on a low-rise building: Influence of swirl ratio, translation speed and building parameters
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Tornado-induced wind loads on a low-rise building: Influence of swirl ratio, translation speed and building parameters

机译:低层建筑上的龙卷风引起的风荷载:旋流比,平移速度和建筑参数的影响

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Significant parameters that influence tornado-induced wind loads on low-rise buildings are yet to be fully explored. In the current study, the influence of tornado parameters such as swirl ratio and translation speed and building's spatial parameters such as its distance from the tornado mean path and its orientation with respect to the tornado's translation direction on tornado-induced wind loads are investigated. A low-rise gable roof building with a roof angle of 35 degrees and a square plan area is chosen for this study. Laboratory simulated tornadoes with two swirl ratios with different ground-surface pressure characteristics, and three translation speeds were used. The 1:200-scaled building model that was used for this study was located on both sides of the simulated tornado's mean path at several locations up to the distance of several tornado-core radii. At locations where maximum loadings occurred, orientation of the building was changed to explore its effect on peak loads. Results show significantly larger peak load coefficients for the tornado with lower swirl ratio which were comparable to its peak ground surface pressure drop. Peak roof uplift on the building located at the tornado's mean path is smaller by 6-19% for the lower-swirl tornado case and up to 16% for the higher-swirl tornado case, compared to the other locations, for the three translation speeds investigated. For simulated tornado with lower swirl ratio, measurements showed that peak roof uplift increases with increase in translation speed when building is located on tornado mean path, whereas peak roof uplift decreases with increase in translation speed at locations other than tornado mean path. For tornado with higher swirl ratio, increase in translation speed does not change the maximum peak uplift load. Building experiences maximum horizontal and uplift loads at building orientation angle of -45 degrees and 0 degrees for lower swirl tornado case and -45 degrees and -30 degrees for higher swirl tornado case, respectively, with respect to the translation direction of the tornado.
机译:影响低层建筑上龙卷风引起的风荷载的重要参数尚待充分探讨。在当前的研究中,研究了龙卷风参数(如旋流比和平移速度)以及建筑物的空间参数(如距龙卷风平均路径的距离及其相对于龙卷风平移方向的方向)对龙卷风引起的风荷载的影响。本研究选择屋顶角度为35度且平面面积为方形的低矮山墙屋顶建筑​​。实验室模拟的龙卷风具有两种涡流比,具有不同的地表压力特征,并使用三种平移速度。用于本研究的1:200比例的建筑模型位于模拟龙卷风平均路径的两侧,位于多个位置,直至几个龙卷风核心半径的距离。在最大荷载发生的位置,改变建筑物的方向以探索其对峰值荷载的影响。结果表明,旋流比较低的龙卷风具有明显更大的峰值负荷系数,与峰值地面压降相当。与其他位置相比,在三种平移速度下,低旋风龙卷风案例中位于龙卷风平均路径上的建筑物的峰顶隆起小6-19%,高旋风龙卷风案例则高达16%。调查。对于旋流比较低的模拟龙卷风,测量结果表明,当建筑物位于龙卷风平均路径上时,屋顶顶峰隆起随平移速度的增加而增加,而在龙卷风平均路径以外的其他位置,屋顶顶峰隆起随平移速度的增加而减小。对于旋流比较高的龙卷风,平移速度的增加不会改变最大峰值提升载荷。相对于龙卷风的平移方向,建筑物在建筑物定向角分别为-45度和0度(对于较低旋风龙卷风情况)和-45度和-30度(对于较高旋流龙卷风情况)时承受最大水平载荷和升力载荷。

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