Evaluation of Roofing Systems in Malaysia Based on MS 1553 BS 6399, EC1-1-4 and IS 875 Wind Codes

Kang Seavhai, S. Narayanan
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Abstract

This paper evaluates the performance of different roofing sheet systems for different roof types using four different codes namely MS 1553, EC1-1-4, IS 875 and BS 6399. The maximum roof pressures using different codes (MS 1553, EC1-1-4, IS 875 and BS 6399) on critical and general area of the different roof types considering buildings with non-dominant opening, dominant opening and canopies have been evaluated. The maximum recommended wind speed in MS 1553 namely 33.5 m/s has been used as the reference for the numerical comparison. The major differences in the codes include averaging time for wind speed, terrain, reference height, and pressure coefficients. The study examines the conservativeness or not of the codes if used in the Malaysian context, even though they have been developed for a different wind climate and region. Further, the results of static test on different steel roofing sheets used in Malaysia using AS 1562.1 available as the limit state wind pressure capacities in the technical brochures are compared with design wind pressures for critical and interior regions of the roof for different wind zones. The suitability of a particular roofing sheet system for a particular wind zone is then assessed.
基于MS 1553 BS 6399, EC1-1-4和IS 875风规范的马来西亚屋面系统评估
本文采用MS 1553、EC1-1-4、IS 875和BS 6399四个不同的规范,对不同屋面类型的屋面板材系统的性能进行了评估。使用不同的规范(MS 1553, EC1-1-4, IS 875和BS 6399)对不同屋顶类型的关键和一般面积的最大屋顶压力进行了评估,考虑了非主导开口,主导开口和檐篷的建筑。以MS 1553的最大推荐风速33.5 m/s作为数值比较参考。两个规范的主要区别包括风速、地形、参考高度和压力系数的平均时间。该研究考察了这些代码在马来西亚使用时的保守与否,尽管它们是为不同的风气候和地区开发的。此外,对马来西亚使用的不同钢屋面板进行静力测试的结果,使用AS 1562.1作为技术手册中的极限状态风压能力,并将其与不同风区的屋顶关键区域和内部区域的设计风压进行比较。然后评估特定屋面板系统对特定风区的适用性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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