Performance Study On Deflection Control For Tall Buildings in Seismic Zone III for Different Structural Framing System

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(Last Updated On: December 9, 2017)
Nowadays tall building development is rapidly increasing. In the present study an attempt is made to evaluate deflection control of 30 story commercial building using E-tabs software. Different structural framing systems are applied to know the building performances in Zone III. Response spectrum method is used due to its innate simplicity
of computation. Models are prepared with bare frame having central core, braced frame, shear wall frame system in order to get effective lateral load resisting system. Though the structural cost of tall building is around 20 to 25% of total cost, optimizing the design by repetitive design process, considerable savings could be achieved. Results includes time period, maximum story deflection, maximum story drift, base shear absorption, Stability against overturning moment, for different framing system in zone III and are presented in tabular form. 
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Performance Study On Deflection Control For Tall Buildings in Seismic Zone III for Different Structural Framing System
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