Structural Design of High-Rise Building in Toranomon-Azabudai Project (A Block) |
Kazumasa, Okabe
(Mori Building Co., Ltd.)
Kai, Toyama (Mori Building Co., Ltd.) Takuya, Furuta (Mori Building Co., Ltd.) Jyunichi, Yamashita (Nihon Sekkei, Inc.) Hiroki, Mukai (Nihon Sekkei, Inc.) Takahiro, Goseki (Nihon Sekkei, Inc.) Shingo, Masuda (Nihon Sekkei, Inc.) Dai, Shimazaki (Shimizu Corp.) Yusuke, Miyagi (Shimizu Corp.) Yuji, Ozawa (Shimizu Corp.) |
1 | 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. |
2 | 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. |
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