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A Comparative Study of Flat Slab with Perimeter Beams and Conventional Slab Structures under Seismic Conditions

机译:地震条件下周梁平板与常规平板结构的比较研究

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Flat slab structure are more convenient, economical and provide better architectural visibilityover conventional slab structure. But flat slab structures are flexible in nature and thus pose a threat to thesafety of the structure which brings us to find a method to overcome this disadvantage. Therefore,perimeterbeams are provided which imparts rigidity to the structure.Thispaperfocuses onthe comparative studyofconventional slab structureto flat slab structure having perimeter beams. In this study, ETABS software isused for the analysisof different structures in Indian seismic zones III, IV and Vhaving 10, 12 and 15 storeys.The models taken in this study have Rectangular and L shape configurations. On the basis of the analysisresults, the paper discusses the distinctions of structure’s behaviour under different heights in terms ofmaximumreaction, maximum storey displacement, maximum overturning moments and maximum storey drift.
机译:与传统的平板结构相比,平板结构更方便,经济,并提供更好的建筑可见性。但是平坦的平板结构本质上是柔性的,因此对结构的安全性构成威胁,这使我们找到了克服该缺点的方法。因此,提供了能使结构具有刚性的周梁。本文着眼于常规平板结构与具有周梁的平板结构的比较研究。在本研究中,ETABS软件用于分析印度III,IV和Vh具有10、12和15层地震带的不同结构。本研究采用的模型具有矩形和L形配置。在分析结果的基础上,本文讨论了在最大高度,最大层位移,最大倾覆力矩和最大层位移方面,不同高度下结构行为的区别。

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