Parametric Study on Multi-Storey RC Building with Belt Truss System

Prakashkumar Mansukhbhai Javiya, G. Solanki, M. T. Abraham
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Abstract

Due to the advances in structural systems nowadays building became light weight, and slenderness is increased. Which is the reason why the lateral loads are required to be considered. These lateral loads are wind and earthquake load. For resistance of this lateral loads in tall buildings, identification of proper structural system is must. For lateral resistance of tall buildings, there are many structural systems. In tall buildings, the stiffness of the building becomes more important. Thus, the belt truss outrigger system is used in tall building to provide sufficient lateral stiffness. Outrigger and belt truss system is one of the structural system which controls the excessive drift due to lateral load. The risk of structural and non-structural damage can be lowered during wind or earthquake load by using this system. Outriggers in the building results in less usable space on particular floors. In this research work the behaviour of building having 2 belt trusses with outrigger system and building having 3 belt trusses with outer shear wall are studied for 30, 40 and 50 storey RC buildings.
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多层钢筋混凝土带桁架结构参数化研究
由于结构体系的进步,现在的建筑变得轻量化,长细度增加。这就是为什么需要考虑横向荷载的原因。这些横向荷载是风荷载和地震荷载。为了在高层建筑中抵抗这种横向荷载,必须确定合适的结构体系。对于高层建筑的横向抗力,有多种结构体系。在高层建筑中,建筑的刚度变得更加重要。因此,在高层建筑中采用带桁架支腿系统以提供足够的侧移刚度。支腿和带桁架系统是控制横向荷载过大漂移的结构系统之一。在风荷载或地震荷载作用下,该系统可降低结构和非结构损伤的风险。建筑物的外伸出臂导致特定楼层的可用空间减少。本文研究了30层、40层和50层钢筋混凝土建筑的2榀带支腿结构和3榀带外剪力墙结构的受力性能。
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