大跨度屋顶上积雪沉积和雪输运的定常和非定常数值模拟

Nikita Britikov
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引用次数: 0

摘要

本文介绍了大跨度屋顶上雪沉积和雪输运的定常和非定常数值模拟方法。大跨度屋顶雪荷载的计算是一个复杂的问题,解决这个问题往往需要偏离建筑规范的建议。风洞实验虽然被广泛使用,但不允许再现所有积雪过程的全尺寸效应。同时,数学模型、数值方法、软件和计算机技术的不断完善,使得数值模拟技术在实际施工实践和规范性文件中的发展和实施成为必然。本文表明,利用著名的侵蚀-沉积模型,在实地观测和实验数据的支持下,可以相当准确地再现大跨度屋顶上的积雪分布。强调了物理和数学建模与建筑规范应用之间“综合”的重要性,因为只有联合使用各种方法才能全面描述积雪和雪运输的建模,并为更广泛的相关问题提供更好的解决方案。
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NUMERICAL MODELLING OF SNOW DEPOSITS AND SNOW TRANSPORT ON LONG-SPAN ROOFS FOR STEADY AND UNSTEADY FLOW
This paper presents the methodologies for numerical modelling of snow deposits and snow transport on long-span roofs for steady and unsteady flow. The calculation of snow loads on long-span roofs is a complex problem, solving which often involves deviating from the building code recommendations. Experiments in wind tunnels, although widely used, do not allow reproducing the full-scale effects of all snow accumulation processes. At the same time, the continuous improvement of mathematical models, numerical methods, software and computer technologies makes the development and implementation of numerical modelling technologies in real construction practice and regulatory documents inevitable. In this paper it is shown that the use of the well-known erosion-deposition model, supported by field observations and experimental data, allows reproducing reasonably accurate snow distributions on long-span roofs. The importance of the “synthesis” between physical and mathematical modelling and the application of the building codes is emphasized, as only the joint use of approaches can comprehensively describe modelling of snow accumulation and snow transport and provide better solutions to a wider range of related problems.
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来源期刊
CiteScore
0.80
自引率
0.00%
发文量
43
审稿时长
4 weeks
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ИНСТРУМЕНТЫ ЦИФРОВИЗАЦИИ В ПРАКТИКЕ ПРОЕКТИРОВАНИЯ ПРИ РЕКОНСТРУКЦИИ ПОДЗЕМНЫХ ТРУБОПРОВОДОВ БЕСТРАНШЕЙНЫМИ МЕТОДАМИ РАСЧЕТНАЯ МОДЕЛЬ ДЕФОРМИРОВАНИЯ ГРУНТОВОГО ОСНОВАНИЯ ВЫСОТНОГО ЗДАНИЯ С УЧЕТОМ ПРЕДЫСТОРИИ ЗАГРУЖЕНИЯ СОВОКУПНЫЙ РИСК ПРИ РЕАЛИЗАЦИИ КРУПНОГО КОМПЛЕКСНОГО ПРОЕКТА СТРОИТЕЛЬСТВА АТОМНОЙ ЭЛЕКТРОСТАНЦИИ НЕСУЩАЯ СПОСОБНОСТЬ СТАЛЕЖЕЛЕЗОБЕТОННЫХ СТЕН С ЛИСТОВЫМ АРМИРОВАНИЕМ НА СТАТИЧЕСКИЕ НАГРУЗКИ ANALYTICAL ANALYSIS OF COMBINED FOUNDATION PLATES, SUBJECTED TO AN ACTION OF ANTISYMMETRIC LOADS
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