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クライストチャーチ地震の分析 Christchurch Resthaven

クライストチャーチ地震の分析 Christchurch Resthaven M6.3 New Zealand Earthquake of 21 Feb 2011 Station:Christchurch Resthaven. 43.524S,172.635E. Google Maps URL:,8km from EpicenterPDF Document:Sa-Sd Curve.Sa:Maximum Absolute Acceleration Response,Sd:Maximum Relative Displacement Response URL MD5 b318ece6c13e968b5c65cf1bc7c54ddcPDF Document:Fourier Amplitude Spectrum URL MD5 ffb7d163e53fe0d6aad3858c65deac90PDF Document:H/V Spectral Ratio URL MD5 cd9b6915a1c7542c30dbe59c11482866PDF Document:Maximum Response by Building Height URL MD5 3d401ecbebf992a49efb808a3b6ad6bb
View Larger Map Reference [1] [2]大崎順彦:『新・地震動のスペクトル解析入門』,鹿島出版会,1994 [3]日本建築学会:『建築物の減衰』,丸善,2000 [4]Yukio Tamura:『Damping in Buildings』 [5]Nelson PULIDO, Toru SEKIGUCHI, Gaku SHOJI , Jorge ALBA, Fernando LAZARES, Taiki SAITO:『Earthquake Source Process and Strong Ground Motions of the 2010 Chile Mega-Earthquake』 [6]Patricio Poblete:『Surviving the 8.8 Richter Chilean Earthquake of 27 Feb 2010 3:34am』 [7] [8] [9] [10] ・PDF作成日はドキュメントの左下、「Document ID No.」の前から8桁に記しています。例 20120302→2012年3月2日. ・Fourier amplitude spectrum is calculated by Fast Fourier transform(FFT). ・Fourier amplitude spectrum is calculated with no noise filtering. ・Maximum Response is calculated with no noise filtering. ・Average(gal) in the document is the value after minus offset. ・1G=980.665cm/s^2 ※Caution:Calculated directly from original uncorrected accelerogram data minus offset. ※Offset is the average of all original uncorrected accelerogram data.