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The Effect Of Outrigger Truss On Composite High Rise Buildings By Simplified Method

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Study on Effectiveness of Outrigger Truss in Composite High-Rise Buildings by Simplified Method
Ei Ei Khine - Ph.D Candidate, Department of Civil Engineering, Yangon Technological University, Yangon, Republic of the Union of Myanmar eekmayday83@gmail.com Abstract—The design of tall and slender structures is controlled by three governing factors, strength (material capacity), stiffness (drift) and serviceability (motion perception and accelerations), produced by the action of lateral loading, such as wind and earthquake. Outrigger systems are generally very effective in fulfilling the serviceability requirements of tall buildings. This research conducted a study on effectiveness of outrigger truss by simplified method to introduce the normal buildings that can be minimized the deflection as the buildings with outrigger. Two and three outrigger levels are used in 40 and 50 storey square shape buildings respectively. From this result, the engineers can run the buildings without using outrigger to get the minimum deflection as the buildings with outrigger but the base shear is larger than outrigger buildings significantly. Therefore, for the proposed buildings to get minimum deflection, the outrigger is more effective than simplified method.
Keywords— Stiffness; serviceability; Deflection; Simplified Method; Outrigger Truss
Introduction: The fundamental design criteria for high-rise building are strength, serviceability and stability whereas human comfort should also be included

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