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A single story building with a seismic weight of 400 kips and a stiffness of 250 k/in is subjected to ground accelerations from the 1940 El Centro Earthquake. following for the subject building: 1. Using the plot below, determine the a. Spectral Displacement. b. Maximum Base Shear. c. Pseudo-Spectral Velocity. d. Pseudo-Spectral Acceleration. Displacement-El Centro 1940 NS ( 0) Sd (in) 25 20 15 10 T(s) 4

engineering   Civil-Engineering   
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Ven s 40o natra 2 8 4-2-52 181436-9 ん。 212 Secdr 2-7 w oEl-Centro 1294-o Sd: 235 nch The maxn base te haxay 2 10 X. C23.5)と 2 eebal Accelerat 400 -

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