地震动预测方程.docx
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1、附录A地震动预测方程(规范性附录)(1)模型当6.5时,IgY(M,A)=A+4M-Clg(R+Oexp(E*M)当M6.5时lgY(/,/?)=A2+B2M-Clg(?+Dcxp(E*M)其中M为面波震级,R为震中距,4、4、4、4、C、E为模型系数。(2)模型系数附表1东部活跃区基岩水平向加速度反应谱预测方程模型系数(长轴)T(三)AiBiA2B2CDEOPGA2.0240.6733.5650.4352.3292.0880.3990.2450.042.0480.6743.6170.4322.3222.0880.3990.2610.052.2050.6543.7060.4232.3192.0
2、880.3990.2660.072.3150.6503.7740.4252.3072.0880.3990.2650.102.4560.6403.9030.4172.2972.0880.3990.2610.122.4930.6373.8550.4272.2942.0880.3990.2610.162.6170.6323.7980.4492.3062.0880.3990.2610.202.5580.6433.6800.4702.3092.0880.3990.2610.242.3200.6753.6320.4722.2902.0880.3990.2640.262.0940.6963.5410.472
3、2.2492.0880.3990.2700.301.8780.7153.4260.4772.2112.0880.3990.2740.341.8520.7153.3040.4912.2122.0880.3990.2730.401.5010.7653.2620.4942.2142.0880.3990.2740.501.3580.7763.0260.5192.2142.0880.3990.2760.601.0040.8142.8850.5242.1872.0880.3990.2830.800.6500.8472.6080.5452.1742.0880.3990.2911.000.2260.8952.
4、4090.5592.1572.0880.3990.3001.200.0060.9172.2270.5742.1592.0880.3990.3151.50-0.0950.9091.8430.6102.1542.0880.3990.3301.70-0.1960.9091.6210.6292.1432.0880.3990.3382.00-0.6660.9361.2470.6412.0472.0880.3990.3422.40-0.7810.9170.7090.6872.0112.0880.3990.3433.00-1.0140.9200.2790.7201.9722.0880.3990.3404.0
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