刚度K1刚度K2刚度K3刚度K4刚度K5直接输入参数名称直输参数 直输参数直输参数直输参数直输参数墩高h/m4040302412柱混凝土弹性模量Eh1/Mpa3.20E+073.20E+073.20E+073.20E+073.20E+07柱的直径φ 1/m22222一个墩的墩柱数量n43332柱混凝土弹性模量Eh2/Mpa2.85E+072.85E+072.85E+072.85E+072.85E+07柱的直径φ 2/m2.22.22.22.22.2m15000050000500005000050000h13535353535m22500025000250002500025000h200000m33000030000300003000030000h300000查表数据2.40074 2.40074 2.40074 2.40074 2.400741.599791.599791.599791.599791.599791.732181.73218 1.73218 1.732181.73218计算数据墩柱截面惯性矩Ih10.78539750.78539750.78539750.78539750.7853975桩截面惯性矩Ih21.149900481.14990051.14990051.14990051.1499005hm66666地基土比例系数m5000050000500005000050000桩的计算宽度b1/m2.882.882.882.882.88土中基础变形系数α 0.3531453390.3531453 0.3531453 0.35314530.3531453XGM-HH 2.08E-062.08E-062.08E-062.08E-062.08E-06XGM-HM 4.89E-074.89E-074.89E-074.89E-074.89E-07XGM-MH 4.89E-074.89E-074.89E-074.89E-074.89E-07XGM-MM1.87E-071.87E-071.87E-071.87E-071.87E-07各墩顶刚度结果 Kp1Kp2Kp3Kp4Kp52853.9 2140.44633.6 8275.628814.1支座参数一个支座面积A/mm646800 646800 550200646800 646800支座厚度T150150150150150橡胶支座剪切弹性模量G/Mpa1.11.11.11.11.1各墩刚度计算说明: 表中绿色为直接输入数据;蓝色为查表输入数据;黄色为计算数据;紫色的表示没有该墩就输入0;红色为每一分项的计算结果。34433443BABADBDB34433443BABADADA34433443BABACACA每一横排支座个数n43332支座橡胶层总厚度t/mm112.5112.5112.5112.5112.5每排支座刚度KnmKb1Kb2Kb3Kb4Kb525297.0666718972.816139.218972.812648.533墩顶与支座集成刚度计算 K1K2K3K4K52564.61923.43600.1 5762.28790.0第i个墩距离0号台的距离L1L2L3L4L5Li4080120160200起点台(墩)滑动支座摩擦系数u0.05起点台(墩)滑动支座支反力R/kN28000终点台(墩)滑动支座摩擦系数u0.05终点台(墩)滑动支座支反力R/kN14000收缩徐变及温度影响力在各墩上的分配混凝土收缩当量降温值℃10混凝土徐变当量降温值℃20混凝土施工最低温度Td/℃15混凝土施工最高温度Tu/℃25全年月平均最低温度Tyd/℃0全年月平均最高温度Tyu/℃35混凝土温度变形系数 0.000010.00001...