支座的抗推刚度一联孔数一横排支座的支座个数一个支座的平面面积(m2)橡胶支座剪切弹性模量(Mpa)支座橡胶层厚度(m)支座的抗推刚度(kN/m)桥墩支座的总的抗推刚度(kN/m)支座垫石高(m)支座动摩阻系数UGYZGYZF4GYZGYZF43.020.00.04911.00.0630.05215583.318879.815583.30.100.30桥墩墩顶的抗推刚度层厚mnm1.04.08000.0128000.02.01.78000.023120.03.00.830000.0211200.08575.6一个单排桩桥墩墩柱数桩径d(m)桩的计算宽度b1(m)0.8E2(kPa)I2(m4)(m)直通钢筋长度(m)截断钢筋长度(m)冲刷线以下基础入土深度(m)h柱数数1.52.32.24E+070.24850.322114.49.820.06.4柱径(m)0.8E1(kPa)I1(m4)桥梁斜度EI/EI1122场地土类别CiCzKhg(m/s2)1.42.40E+070.188690.00.821.30.30.29.8当h时单排桩式墩台计算H」m/kN)HM(「ad/kN)MH(m2/kN)BD-BD3443AB-AB3443AD-AD3443AC-AC34434.4E-072.9E-072.9E-073.1E-07266.1109.0176.7190.8基本资料抗推刚度计算顺桥向水平地震荷载计算墩号盖梁高柱高冲刷深度墩高计至一般冲刷线以下的深度K.(kN/m)K.(kN/m)K(kN/m)01/2XfXf/2G(kN)pGkN)GtJkN)11.32.52.06.2163002.169814.514872.41.61E-052.58E-063.57E-020.2500.222100.1100.31324.921.34.02.06.279955.340456.114199.53.01E-054.55E-062.06E-020.2140.210160.1160.31384.931.35.52.06.244837.825416.413276.25.05E-057.39E-061.29E-020.1910.203220.1220.31444.9287795.142348.2480.9一跨桥面一跨空心一跨护栏一个盖梁G(kN)cpG(kN)spGtJkN)铺装重(kN)板重(kN)重(kN)重(kN)1248.04822.2146.51224.61224.66216.71705.5横桥向水平地震荷载计算受地震荷载的内力1(1/s)T1(s)顺桥向E(kN)ihs''顺桥向Ehp(kN)横桥向x11横桥向X12横桥向X131E(kN)E(kN)E(kN)E(kN)纵桥向水平地震荷载产生的弯矩(kN，m)横桥向水平地震荷载产生的最大弯矩(kN・m)上部荷载产生的轴力(kN)E(kN)hzb''支座橡胶层总厚度tm)2.42.60.7356.172.00.9540.8230.5671.012342.264.34.52.91142.91287.04460.6338.00.000172.42.60.7340.075.30.9630.8160.5221.012342.164.97.22.61381.64659.7338.00.000172.42.60.7317.978.50.9690.8120.4881.012342.165.39.82.51571.74950.7338.00.00017932.5932.5932.5。