Calculation of Peak Horizontal Acceleration(AH) by Attenuation Relationships.
※When the Attenuation Relationship is used, it is necessary to recognize each limit of application enough.

Attenuation Relationships for Graph.※For hiding under Attenuation Relationships,Click this bar.
:FUKUSHIMA・TANAKA(1992) Log(AH)=0.51*Mj-Log(R+0.006*10^(0.51*Mj))-0.0033*R+0.59
:FUKUSHIMA・TANAKA(1992) Log(AH)=0.51*Mw-Log(R+0.025*10^(0.42*Mw))-0.0033*R+1.22
:ANNAKA et al.(1997) Log(AH)=0.606*Mj+0.00459*H-2.136*Log(R+0.334*e^(0.653*Mj))+1.73
:ANNAKA et al.(1997) Log(AH)=0.573*Mj+0.00429*H-Log(Xeq)-0.00207*Xeq-0.243
:SI・MIDORIKAWA(1999) Crustal:Log(AH)=0.5*Mw+0.0043*H-Log(R+0.0055*10^(0.5*Mw))-0.003*R+0.61
:SI・MIDORIKAWA(1999) Inter Plate:Log(AH)=0.5*Mw+0.0043*H-Log(R+0.0055*10^(0.5*Mw))-0.003*R+0.62
:SI・MIDORIKAWA(1999) Intra Plate:Log(AH)=0.5*Mw+0.0043*H-Log(R+0.0055*10^(0.5*Mw))-0.003*R+0.83
:SI・MIDORIKAWA(1999) Crustal:Log(AH)=0.5*Mw+0.0043*H-Log(Xeq)-0.003*Xeq+0.6
:SI・MIDORIKAWA(1999) Inter Plate:Log(AH)=0.5*Mw+0.0043*H-Log(Xeq)-0.003*Xeq+0.69
:SI・MIDORIKAWA(1999) Intra Plate:Log(AH)=0.5*Mw+0.0043*H-Log(Xeq)-0.003*Xeq+0.88
:OHNO et al(2001) Before Tertiary Era:Log(AH)=0.366*Mw-Log(Xeq)-0.00456*Xeq+1.37
:OHNO et al(2001) Pleistocene:Log(AH)=0.366*Mw-Log(Xeq)-0.00456*Xeq+1.37+0.084
:OHNO et al(2001) Holocene:Log(AH)=(0.366*Mw-Log(Xeq)-0.00456*Xeq+1.37)*0.786+0.548
:KANNO et al(2006) H≦30km:Log(AH)=0.56*Mw-0.0031*R-Log(R+0.0055*10^(0.5*Mw))+0.26
:KANNO et al(2006) H>30km:Log(AH)=0.41*Mw-0.0039*R-Log(R)+1.56

Keyword

Peak Horizontal Acceleration,Attenuation Relationships,Fault Distance,Equivalent Hypocentral Distance,Focal Depth,Japanses local magnitude,Moment magnitude.

Reference

[1]:『最新の地盤震動研究を活かした強震波形の作成法』(日本建築学会).
[2]:『岩盤における観測記録に基づくM^2_w項を考慮した地震動応答スペクトルの予測式』(福島 美光・翠川 三郎).
[3]:『地震動強さを評価する経験式の大地震・断層近傍への適用性の検討』(福島 美光・翠川 三郎).
[4]:『気象庁87型強震計記録を用いた最大地動及び応答スベクトル推定式の提案』(安中正・山崎文雄・片平冬樹).
[5]:『断層タイプ及び地盤条件を考慮した最大加速度・最大速度の距離減衰式 NEW ATTENUATION RELATIONSHIPS FOR PEAK GROUND ACCELERATION AND VELOCITY CONSIDERING EFFECTS OF FAULT TYPE AND SITE CONDITION 』(司 宏俊・翠川 三郎).
[6]:『断層モデルを用いた強震動予測 : (その1)小林・翠川法の検証(建築構造)』(津川 澄夫・吉住 壮司・玉井 宏章・北川 良和).
[7]:『2000年鳥取県西部地震および2001年芸予地震における地震動最大振幅の距離減衰特性(鳥取県西部地震,構造II) Attenuation characteristics of peak ground motion recorded during the Western Tottori Prefecture earthquake in 2000 and the Geiyo Earthquake in 2001 』(司 宏俊・翠川 三郎).
[8]:『カリフォルニア強震記録に基づく水平動・上下動の距離減衰式と日本の内陸地震への適用  EMPIRICAL ESTIMATION OF HORIZONTAL AND VERTICAL MOTIONS BASED ON CALIFORNIA EARTHQUAKE RECORDS AND ITS APPLICATION TO JAPAN INLAND EARTHQUAKES 』(大野 晋・高橋 克也・源栄 正人).

Remarks

・When the Attenuation Relationship is used, it is necessary to recognize each limit of application enough.
・In this calculation,Both Mj and Mw apply Input Magnitude and Both R and Xeq apply Input Distance.
・FUKUSHIMA・TANAKA(1992) Log(AH)=0.51*Mj-Log(R+0.006*10^(0.51*Mj))-0.0033*R+0.59
・FUKUSHIMA・TANAKA(1992) Log(AH)=0.51*Mw-Log(R+0.025*10^(0.42*Mw))-0.0033*R+1.22
・ANNAKA et al.(1997) Log(AH)=0.606*Mj+0.00459*H-2.136*Log(R+0.334*e^(0.653*Mj))+1.73
・ANNAKA et al.(1997) Log(AH)=0.573*Mj+0.00429*H-Log(Xeq)-0.00207*Xeq-0.243
・SI・MIDORIKAWA(1999) Crustal:Log(AH)=0.5*Mw+0.0043*H-Log(R+0.0055*10^(0.5*Mw))-0.003*R+0.61
・SI・MIDORIKAWA(1999) Inter Plate:Log(AH)=0.5*Mw+0.0043*H-Log(R+0.0055*10^(0.5*Mw))-0.003*R+0.62
・SI・MIDORIKAWA(1999) Intra Plate:Log(AH)=0.5*Mw+0.0043*H-Log(R+0.0055*10^(0.5*Mw))-0.003*R+0.83
・SI・MIDORIKAWA(1999) Crustal:Log(AH)=0.5*Mw+0.0043*H-Log(Xeq)-0.003*Xeq+0.6
・SI・MIDORIKAWA(1999) Inter Plate:Log(AH)=0.5*Mw+0.0043*H-Log(Xeq)-0.003*Xeq+0.69
・SI・MIDORIKAWA(1999) Intra Plate:Log(AH)=0.5*Mw+0.0043*H-Log(Xeq)-0.003*Xeq+0.88
・OHNO et al(2001) Before Tertiary Era:Log(AH)=0.366*Mw-Log(Xeq)-0.00456*Xeq+1.37
・OHNO et al(2001) Pleistocene:Log(AH)=0.366*Mw-Log(Xeq)-0.00456*Xeq+1.37+0.084
・OHNO et al(2001) Holocene:Log(AH)=(0.366*Mw-Log(Xeq)-0.00456*Xeq+1.37)*0.786+0.548
・KANNO et al(2006) H≤30km:Log(AH)=0.56*Mw-0.0031*R-Log(R+0.0055*10^(0.5*Mw))+0.26
・KANNO et al(2006) H>30km:Log(AH)=0.41*Mw-0.0039*R-Log(R)+1.56
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History

・2014/08/24:layout change.
・2009/09/24:Upload.