Acknowledgement
The framework construction of the tower is completed in April this year, the building is scheduled to be completed in 2023. Finally, Authors would like to express their sincere gratitude to all personals involved in this project for giving them the opportunity to design this project.
References
- TAKASHI Yamane, SUMIO Nagahashi (2005). A STUDY ON A GENERATION OF SIMULATED EARTHQUAKE GROUND MOTION CONSIDERING PHASE DIFFERENCE CHARACTERISTICS Part4 Generation method of simulated earthquake ground motion with the Fourier amplitude prescribed by the w-square model and the Fourier phase selected based on the standard deviation of the phase difference. Architectural Institute of Japan's Journal of Structural and Construction Engineering, No.590, pp.45-53.
- NARIHARA Hiroyuki, YASUDA Satoshi, HASEGAWA Takashi, and YAMADA Satoshi (2013). Study on Safety Assessment Methods for Super-high-rise Steel Buildings Against Long-period Earthquake Ground Motions (Part 20 Estimation of Low Cycle Fatigue Damage for Steel Beam at Welded Ends). Architectural Institute of Japan's Summaries of technical papers of annual meeting, pp.1087-1088.