Thermal Effect on the Design Loads of Multi-Storey RC Buildings on Sloped Terrain in Saudi Arabia

IF 1 Q4 ENGINEERING, CIVIL Journal of Applied Engineering Sciences Pub Date : 2023-04-01 DOI:10.2478/jaes-2023-0011
M. Laissy, Ayed Eid Alluqmani
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Abstract

Abstract This research investigates the impact of thermal loads on reinforced concrete (RC) buildings in Saudi Arabia and how they behave on sloped terrain. The study analyzed the effects of different types of support systems (hinged and fixed supports) and strengthening systems (with and without bracings) using the software ETABS-V20. Ground + 9 typical floors frame RC models on sloped terrain subjected to seismic loads were used for the investigation. The dynamic analysis of the ETABS models was performed to evaluate the lateral displacement, storey drift, column shear forces, and base shear forces of the buildings. The study found that using a bracing system and fixed supports under seismic loads increases the model’s displacement and storey drift compared to models with hinged supports and no bracing system. The maximum shear forces values were also higher for models with bracing systems and fixed supports, while the minimum values were for models without bracing systems and with hinged supports.
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沙特阿拉伯斜坡地形上多层钢筋混凝土建筑设计荷载的热效应
摘要本研究调查了热负荷对沙特阿拉伯钢筋混凝土(RC)建筑的影响,以及它们在斜坡地形上的表现。该研究使用ETABS-V20软件分析了不同类型的支撑系统(铰接和固定支撑)和加固系统(有支撑和无支撑)的效果。地面+9个典型楼层框架RC模型在地震荷载作用下的斜坡地形上进行了研究。对ETABS模型进行了动态分析,以评估建筑物的横向位移、楼层偏移、柱剪切力和基底剪切力。研究发现,与铰接支撑和无支撑系统的模型相比,在地震荷载下使用支撑系统和固定支撑会增加模型的位移和楼层漂移。具有支撑系统和固定支架的模型的最大剪切力值也较高,而没有支撑系统和铰链支架的模型则为最小值。
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自引率
9.10%
发文量
18
审稿时长
12 weeks
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