0-1.40.02-10.80.04-10.10.06-8.80.08-9.50.1-120.12-14.20.14-12.80.16-110.18-8.50.2-8.50.22-13.10.24-17.60.26-19.40.28-16.20.3-14.40.32-10.80.34-8.20.36-4.20.38-6.60.4-13.10.42-190.44-19.60.46-6.60.4830.514.10.52-4.90.54-12.80.56-14.40.58-20.30.6-260.62-32.50.64-30.60.66-17.20.68-19.70.7-16.30.72-16.40.74-6.70.762.50.78150.823.60.8225.20.8433.60.8646.30.8849.20.941.90.9235.90.9427.10.9623.50.9833.9141.21.02531.0463.91.0673.2埃而森特罗波（EI Centro)地震 时间间隔0.02秒，持续时间取30sEL CENTRO NS 1940 CALIF. 2688 0.020 341.700(10F8.3)南北方向，（高振世等著，建筑结构抗震设计，中国建筑工业出版社，1995年）-300-200-1000100200300400051015埃而森特罗波（加速度cm/s2时间t（秒）1.0865.21.159.91.12401.14401.166.31.18-51.51.2-78.71.22-60.31.24-48.41.26-251.28-5.91.313.41.3230.81.3449.91.36711.3899.51.4121.91.42152.91.44144.91.46115.51.4893.51.589.21.5292.61.5483.91.5690.11.5899.31.6120.91.6232.81.64-147.51.66-206.61.68-198.91.7-203.41.72-181.61.74-172.51.76-175.21.78-175.31.8-180.51.82-1631.84-134.71.86-108.71.88-78.21.9-42.91.92-1.71.94361.9678.51.98116.42159.82.021962.04241.22.06272.92.08303.62.13202.12341.72.14282.12.16232.42.18-119.82.2-237.32.22-1642.24-186.52.26-109.52.28-75.32.3-17.32.3211.32.3453.32.3689.52.38118.62.4175.72.4257.62.44-263.12.46-154.72.48-172.92.5-101.22.52-57.92.5423.72.56-672.58-1982.6-164.12.62-168.52.64-148.12.66-123.12.68-100.12.7-75.12.72-52.32.74-27.12.76-4.42.7818.82.8-9.52.82-43.32.84-83.82.86-95.12.88-71.62.9-59.92.92-33.42.94-10.82.9618.52.9842367.33.02-9.73.04-37.23.06-43.081.13.134.43.1256.53.1488.33.161133.18136.33.221.93.2224.13.2468.33.2668.93.28131.83.3135.33.322043.34-93.13.36-130.83.38-69.23.4-54.63.427.23.4467.53.46-106.73.48-148.83.5-107.13.52-116.23.54-76.23.56-55.93.58-21.53.6-12.63.62-67.43.64-32.43.66-33.73.68-10.93.71.73.7229.93.7448.83.7660.83.7822.23.8-3.23.82-24.53.847.73.8621.13.8856.83.982.63.92120.63.94147.83.96173.73.9842.142.94.0225.94.0429.34.06-5.54.08-14.74.114.34.1220.64.1449.94.1664.54.1895.74.2112.84.22144.7...
