Performance‐based seismic design of an irregular tall building in Istanbul |
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| Authors: | Ali Ruzi Özuygur |
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| Affiliation: | Department of Structural Engineering, Yap? Proje Uygulama Co. (YPU), Istanbul, Turkey |
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| Abstract: | Structural design of a 50‐story tall reinforced concrete residential building, which was planned to be constructed in Istanbul and given up afterwards by the investor, has been completed in accordance with the draft version of Seismic Design Code for Tall Buildings in Istanbul that adopts performance‐based seismic design as the basic approach as Tall Buildings Initiative Guidelines do. Seismic design of the building has formed the main part of the structural design process due to high seismicity of the proposed location and extremely irregular floor plan not conforming to usual tall building structures. The building consists of two individual buildings linked through sky floors at the top 12 stories whose design was one of the most challenging works. The building has been designed for design basis earthquake by elastic response spectrum analysis, and its seismic performance has been checked for maximum considered earthquake by nonlinear time‐history analyses carried out using PERFORM‐3D. Copyright © 2015 John Wiley & Sons, Ltd. |
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| Keywords: | performance‐based seismic design nonlinear time‐history analyses tall building irregular floor plan sky floors PERFORM‐3D |
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