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首页> 外文期刊>International Journal of Engineering Trends and Technology >Parameters Comparison of High Rise RCC Structure with Steel Outrigger and Belt truss by Linear and Non-linear Analysis
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Parameters Comparison of High Rise RCC Structure with Steel Outrigger and Belt truss by Linear and Non-linear Analysis

机译:带有钢支腿和皮带桁架的高层RCC结构参数的线性和非线性比较

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摘要

During the last few decades, several buildings have been built utilizing belt truss and outrigger system for the lateral loads' transfer (throughout the world). In conjunction with the composite structures, this system is very effective when used especially in tall buildings. Parameter comparison of high rise RCC structure with steel outriggers and belt truss system provided at various positions along with the height of structure using Linear and Non Linear Analysis is the main scope of this research. The key parameters discussed in this paper include lateral deflection, story drifts and, base shear. Nine different models are prepared for different positions of the outrigger system and results have been compared. Seismic loads are considered as per IS 1893 2016 part 1.
机译:在过去的几十年中,利用皮带桁架和支腿系统建造了几座建筑物,以进行横向载荷的传递(遍及全世界)。与复合结构结合使用时,该系统在用于高层建筑时特别有效。本研究的主要研究内容是,在不同位置设有钢支腿和皮带桁架系统的高层RCC结构的参数比较,以及结构高度。本文讨论的关键参数包括横向挠度,层间位移和基础剪力。为支腿系统的不同位置准备了九种不同的模型,并对结果进行了比较。根据IS 1893 2016第1部分考虑地震荷载。

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