maximum response by building height.structure:reinforced … · 2019. 3. 12. · science and...
TRANSCRIPT
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Science and Engineering Cafe on the Net http://www.saecanet.com
Document ID No.20120121-130945 Asset Management Consulting Corporation http://www.am-consulting.co.jp
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Building Height(m)
Maximum Response by Building Height.Structure:Reinforced ConcreteM9.0 Japan, Tohoku Earthquake of 11 Mar 2011
Station:KASHIMA-IBR018. 35.977N,140.6322E.Google Maps URL:http://g.co/maps/qvpxx302.4km from Epicenter
Maximum Absolute Acceleration Response(m/s^2).N-S,RC Maximum Relative Velocity Response(m/s).N-S,RC
Maximum Relative Displacement Response(cm).N-S,RCChannel:N-SNo.of Original Points=30000Average(gal)=-2.936169825792E-16Nyquist(Hz)=50No Noise Filtering1G=980.665cm/s^2Offset(gal)=-0.401174536748226△Height(m)=0.2
1st Mode Natural Frequency(Hz):f1=46/Building Height(m)Structural Damping Ratio(RC):hs=0.0072*f1+0.008≧0.016Structural Damping Ratio(S):hs=0.0072*f1≧0.008
Original Strong Motion Data:『IBR0181103111446.EW,NS,UD』downloaded from「Center for Engineering Strong Motion Data」
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Science and Engineering Cafe on the Net http://www.saecanet.com
Document ID No.20120121-130802 Asset Management Consulting Corporation http://www.am-consulting.co.jp
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Max
imum
Res
pons
e
Building Height(m)
Maximum Response by Building Height.Structure:Reinforced ConcreteM9.0 Japan, Tohoku Earthquake of 11 Mar 2011
Station:KASHIMA-IBR018. 35.977N,140.6322E.Google Maps URL:http://g.co/maps/qvpxx302.4km from Epicenter
Maximum Absolute Acceleration Response(m/s^2).E-W,RC Maximum Relative Velocity Response(m/s).E-W,RC
Maximum Relative Displacement Response(cm).E-W,RCChannel:E-WNo.of Original Points=30000Average(gal)=-1.95018815910923E-15Nyquist(Hz)=50No Noise Filtering1G=980.665cm/s^2Offset(gal)=-0.555075175853202△Height(m)=0.2
1st Mode Natural Frequency(Hz):f1=46/Building Height(m)Structural Damping Ratio(RC):hs=0.0072*f1+0.008≧0.016Structural Damping Ratio(S):hs=0.0072*f1≧0.008
Original Strong Motion Data:『IBR0181103111446.EW,NS,UD』downloaded from「Center for Engineering Strong Motion Data」
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Science and Engineering Cafe on the Net http://www.saecanet.com
Document ID No.20120121-130723 Asset Management Consulting Corporation http://www.am-consulting.co.jp
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Max
imum
Res
pons
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Building Height(m)
Maximum Response by Building Height.Structure:SteelM9.0 Japan, Tohoku Earthquake of 11 Mar 2011
Station:KASHIMA-IBR018. 35.977N,140.6322E.Google Maps URL:http://g.co/maps/qvpxx302.4km from Epicenter
Maximum Absolute Acceleration Response(m/s^2).N-S,S Maximum Relative Velocity Response(m/s).N-S,S
Maximum Relative Displacement Response(cm).N-S,SChannel:N-SNo.of Original Points=30000Average(gal)=-2.936169825792E-16Nyquist(Hz)=50No Noise Filtering1G=980.665cm/s^2Offset(gal)=-0.401174536748226△Height(m)=0.2
1st Mode Natural Frequency(Hz):f1=46/Building Height(m)Structural Damping Ratio(RC):hs=0.0072*f1+0.008≧0.016Structural Damping Ratio(S):hs=0.0072*f1≧0.008
Original Strong Motion Data:『IBR0181103111446.EW,NS,UD』downloaded from「Center for Engineering Strong Motion Data」
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Science and Engineering Cafe on the Net http://www.saecanet.com
Document ID No.20120121-130638 Asset Management Consulting Corporation http://www.am-consulting.co.jp
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20
25
3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50
Max
imum
Res
pons
e
Building Height(m)
Maximum Response by Building Height.Structure:SteelM9.0 Japan, Tohoku Earthquake of 11 Mar 2011
Station:KASHIMA-IBR018. 35.977N,140.6322E.Google Maps URL:http://g.co/maps/qvpxx302.4km from Epicenter
Maximum Absolute Acceleration Response(m/s^2).E-W,S Maximum Relative Velocity Response(m/s).E-W,S
Maximum Relative Displacement Response(cm).E-W,SChannel:E-WNo.of Original Points=30000Average(gal)=-1.95018815910923E-15Nyquist(Hz)=50No Noise Filtering1G=980.665cm/s^2Offset(gal)=-0.555075175853202△Height(m)=0.2
1st Mode Natural Frequency(Hz):f1=46/Building Height(m)Structural Damping Ratio(RC):hs=0.0072*f1+0.008≧0.016Structural Damping Ratio(S):hs=0.0072*f1≧0.008
Original Strong Motion Data:『IBR0181103111446.EW,NS,UD』downloaded from「Center for Engineering Strong Motion Data」