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Windward Snow Drift Loads

机译:迎风雪漂移负荷

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摘要

AbstractWindward snow drifts are an important consideration for many roof geometrics, including roof steps, parapet walls, and various roof projections. Current code provisions for windward roof snow drifts are based upon a database wherein the larger windward drifts were difficult to distinguish from leeward drifts. This was due to the fact that windward drifts can change shape as they grow. Initially windward drifts are generally smaller in size and have a general (nonright) triangular shape with a gap between the peak drift depth and the wall. As they grow they morph into the same right triangular shape as leeward drifts with the peak drift nominally adjacent to the wall. However, recent Norwegian full scale measurements of windward drifts over time allow improved qualitative and quantitative understanding of the actual windward drift formation process. These measurements confirm that the windward drifts initially have a general (nonright) triangular shape and given enough upwind snow transport will morph into a right triangular shape. Based upon those new Norwegian measurements, actual windward drifts are substantially larger than windward drifts currently prescribed by ASCE 7. Proposed code provisions are provided which result in windward drifts generally consistent with the new Norwegian measurements. The height of the roof step or parapet wall with respect to the expected amount of driftable snow is shown to be the key parameter as windward drifts morph from an initial general triangle shape to possibly a final right triangular shape.
机译:抽象的雪漂移是许多屋顶地质学的重要考虑因素,包括屋顶台阶,栏杆墙和各种屋顶投影。迎风屋顶雪漂移的当前代码规定基于数据库,其中较大的迎风漂移难以区分侧向漂移。这是由于迎风漂移可以随着它们的成长而改变形状。最初迎风漂移通常尺寸较小,并且具有一般(非)三角形形状,峰值漂移深度和壁之间的间隙。随着它们的发展,它们变成了相同的右三角形,因为峰值漂移的峰值漂移,名义上与墙壁相邻。然而,最近的挪威语全尺寸测量随着时间的推移,迎风漂移,允许改善对实际迎风漂移形成过程的定性和定量理解。这些测量结果证实,迎风漂移最初具有一般(非)三角形,并且给予足够的上风雪运输将变成正确的三角形。基于那些新的挪威测量,实际的迎风漂移基本上大于当前由ASCE规定的迎风漂移7.提供了诸如迎风漂移通常与新的挪威测量一致的迎风漂移。屋顶步骤或栏杆壁相对于预期的速度雪的高度被示出为键参数,因为从初始通用三角形形状到可能是最终的右三角形的迎风变形。

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  • 来源
    《Journal of structural engineering》 |2018年第5期|04018033.1-04018033.6|共6页
  • 作者单位

    Professor Civil Engineering Rensselaer Troy NY 12180 (corresponding author). E-mail: orourm@rpi.edu;

    Engineer Multiconsult AS Kvaloeyvegen 156 9013 Tromso Norway. E-mail: jan.potac@gmail.com;

    Professor Faculty of Sciences and Technology Norwegian Univ. of Life Sciences P.O. Box 5000 N-1432 ?s Norway. E-mail: thomas.thiis@nmbu.no;

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