Numbers of incidents regarding the failure of the temporary structure were widely reported due to the windstorm in Malaysia. The incidents cause injuries and udfatalities to people. The canopy structure is one of the temporary structures that widely used in Malaysian surroundings during the small occasion ceremony. Due to the lack of information, mitigation of this kind of hazard is tough to be mitigated. The most important parameter is the potential wind speed that can cause the failure to the canopy. Previous study conducted this structures can be classified as free standing canopy structures. However there are no specific studies conducted for common canopy used in Malaysia. Two common type of canopy structure were identified and analysis due to wind load. Type A is 3m x 3m and Type B is 6m x 6m. The canopy was imposed with two different major direction of wind load. From the result type A canopy will possibility fail at 11 m/s while type B at 13 m/s. Therefore this result information can be use to mitigate the risk of failure on canopy structures due to wind load.
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机译：由于马来西亚的暴风雨，有关临时结构失效的事件数量被广泛报道。这些事件对人造成伤害和伤害。天幕结构是在小型场合中在马来西亚周围广泛使用的临时结构之一。由于缺乏信息，减轻这种危害的方法很难缓解。最重要的参数是可能导致机盖故障的潜在风速。先前进行的研究可将此结构归类为独立式树冠结构。但是，马来西亚没有针对普通树冠进行具体研究。识别和分析了两种常见类型的树冠结构。类型A为3m x 3m，类型B为6m x 6m。顶篷施加了两个不同的主要风向。从结果来看，A型机盖可能会以11 m / s的速度失败，而B型机盖将以13 m / s的速度失败。因此，该结果信息可用于减轻由于风荷载导致的顶篷结构失效的风险。
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