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1、1.框架的基本结构框架基本结构2.风荷载作用下的内力图标题:风荷载内力计算单位：力(kN),力矩(kN*m)杆端内力值 ( 乘子 = 1)- 杆端 1 杆端 2 - - 单元码 轴力 剪力 弯矩 轴力 剪力 弯矩- 1 70.4958269 27.0418501 -89.9379843 70.4958269 27.0418501 72.3131162 2 40.2186883 22.5669407 -56.2482153 40.2186883 22.5669407 61.0998766 3 17.7954667 14.6886442 -34.9405057 17.7954667 14.6886
2、442 41.4404443 4 4.75692692 6.64193580 -14.3671123 4.75692692 6.64193580 20.1709538 5 -28.5382500 -4.75692692 20.1709538 -28.5382500 -4.75692692 -21.6900031 6 -17.5890000 -6.82777936 13.6555587 -17.5890000 -6.82777936 -13.6555587 7 -6.64175000 -4.75692692 21.6900031 -6.64175000 -4.75692692 -20.17095
3、38 8 -36.9032500 -13.0385397 55.8075567 -36.9032500 -13.0385397 -58.9315933 9 -22.4755000 -18.2559004 36.5118009 -22.4755000 -18.2559004 -36.5118009 10 -8.04650000 -13.0385397 58.9315934 -8.04650000 -13.0385397 -55.8075567 11 -33.0117500 -22.4232215 96.0403823 -33.0117500 -22.4232215 -101.283967 12
4、-20.4450000 -31.3389196 62.6778392 -20.4450000 -31.3389196 -62.6778392 13 -7.87825000 -22.4232215 101.283967 -7.87825000 -22.4232215 -96.0403823 14 -32.3351250 -30.2771386 128.561331 -32.3351250 -30.2771386 -137.877488 15 -18.4050000 -43.3023167 86.6046334 -18.4050000 -43.3023167 -86.6046334 16 -4.4
5、7487500 -30.2771386 137.877488 -4.47487500 -30.2771386 -128.561331 17 -70.4958269 27.0418501 -89.9379843 -70.4958269 27.0418501 72.3131162 18 -40.2186883 22.5669407 -56.2482153 -40.2186883 22.5669407 61.0998766 19 -17.7954667 14.6886442 -34.9405057 -17.7954667 14.6886442 41.4404443 20 -4.75692692 6.
6、64193581 -14.3671123 -4.75692692 6.64193581 20.1709538 21 29.2290892 51.8740771 -178.214744 29.2290892 51.8740771 133.029718 22 16.2039111 37.9440187 -91.4524037 16.2039111 37.9440187 105.856493 23 7.28821310 25.3774531 -58.1053130 7.28821310 25.3774531 73.8574431 24 2.07085244 10.9483678 -21.585951
7、1 2.07085244 10.9483678 35.3455618 25 -29.2290892 51.8740771 -178.214744 -29.2290892 51.8740771 133.029718 26 -16.2039111 37.9440187 -91.4524037 -16.2039111 37.9440187 105.856493 27 -7.28821310 25.3774531 -58.1053130 -7.28821310 25.3774531 73.8574431 28 -2.07085244 10.9483678 -21.5859511 -2.07085244
8、 10.9483678 35.3455618标题:风荷载位移计算单位：位移(m),转角(Rad)杆端位移值 ( 乘子 = 1)- 杆端 1 杆端 2 - - 单元码 u -水平位移 v -竖直位移 ?-转角 u -水平位移 v -竖直位移 ?-转角- 1 0.00000000 0.00000000 0.00000000 0.00413703 0.00000000 -0.00033894 2 0.00413703 0.00000000 -0.00033894 0.00738431 0.00000000 -0.00025808 3 0.00738431 0.00000000 -0.00025808
9、 0.00954793 0.00000000 -0.00014975 4 0.00954793 0.00000000 -0.00014975 0.01057400 0.00000000 -0.00005302 5 0.01057400 0.00000000 -0.00005302 0.01057400 0.00000000 -0.00006597 6 0.01057400 0.00000000 -0.00006597 0.01057400 -0.00000000 -0.00006597 7 0.01057400 -0.00000000 -0.00006597 0.01057400 -0.000
10、00000 -0.00005302 8 0.00954793 0.00000000 -0.00014975 0.00954793 0.00000000 -0.00017639 9 0.00954793 0.00000000 -0.00017639 0.00954793 -0.00000000 -0.00017639 10 0.00954793 -0.00000000 -0.00017639 0.00954793 -0.00000000 -0.00014975 11 0.00738431 0.00000000 -0.00025808 0.00738431 0.00000000 -0.00030279 12 0.00738431 0.00000000 -0.00030279 0.00738431 -0.00000000 -0.00030279 13 0.00738431 -0.00000000 -0.00030279 0.00738431 -0.00000000 -0.00025808 14 0.00413703 0.00000000 -0.000338
