PAGE3地震作用下的內力計算過程案例綜述1.1地震作用下柱剪力計算表4-26水平地震作用下的柱子剪力層次柱軸號D(kN/m)∑D(kN/m)F(kN)V(kN)5A12860594140678.314.68B17884594140678.320.42C17884594140678.320.42D12860594140678.314.684A128605941401182.3425.59B178845941401182.3435.59C178845941401182.3435.59D128605941401182.3425.59續表4-26層次柱軸號D(kN/m)∑D(kN/m)F(kN)V(kN)3A128605941401561.9733.81B178845941401561.9747.02C178845941401561.9747.02D128605941401561.9733.812A128605941401831.3839.64B178845941401831.3855.13C178845941401831.3855.13D128605941401831.3839.641A73883160361995.6346.65B86943160361995.6354.9C86943160361995.6354.9D73883160361995.6346.651.2地震作用下柱子彎矩計算地震荷載作用下的標準反彎點高度比倒三角形考慮，其他同風荷載計算。表4-27地震荷載作用下A柱彎矩(kN.m)層次5=-14.68×3.6×0.35=-18.5=-14.68×3.6×(1-0.35)=-34.354=-25.59×3.6×0.422=-38.88=-25.59×3.6×(1-0.422)=-53.253=-33.81×3.6×0.45=-54.77=-33.81×3.6×(1-0.45)=-66.942=-39.64×3.6×0.489=-69.78=-39.64×3.6×(1-0.489)=-72.921=-46.65×5.2×0.65=-157.68=-46.65×5.2×(1-0.65)=-84.9表4-28地震荷載作用下B柱彎矩(kN.m)層次5=-20.42×3.6×0.38=-27.93=-20.42×3.6×(1-0.38)=-45.584=-35.59×3.6×0.45=-57.66=-35.59×3.6×(1-0.45)=-70.473=-47.02×3.6×0.48=-81.25=-47.02×3.6×(1-0.48)=-88.022=-55.13×3.6×0.496=-98.44=-55.13×3.6×(1-0.496)=-100.031=-54.9×5.2×0.619=-176.71=-54.9×5.2×(1-0.619)=-108.77表4-29地震荷載作用下C柱彎矩(kN.m)層次5=-20.42×3.6×0.38=-27.93=-20.42×3.6×(1-0.38)=-45.584=-35.59×3.6×0.45=-57.66=-35.59×3.6×(1-0.45)=-70.473=-47.02×3.6×0.48=-81.25=-47.02×3.6×(1-0.48)=-88.022=-55.13×3.6×0.496=-98.44=-55.13×3.6×(1-0.496)=-100.031=-54.9×5.2×0.619=-176.71=-54.9×5.2×(1-0.619)=-108.77表4-30地震荷載作用下D柱彎矩(kN.m)層次5=-14.68×3.6×0.35=-18.5=-14.68×3.6×(1-0.35)=-34.354=-25.59×3.6×0.422=-38.88=-25.59×3.6×(1-0.422)=-53.253=-33.81×3.6×0.45=-54.77=-33.81×3.6×(1-0.45)=-66.942=-39.64×3.6×0.489=-69.78=-39.64×3.6×(1-0.489)=-72.921=-46.65×5.2×0.65=-157.68=-46.65×5.2×(1-0.65)=-84.91.3地震作用下梁端彎矩計算表4-31水平地震作用下梁端彎矩計算(kN·m)層次AB梁左AB梁右BC梁左BC梁右CD梁左CD梁右534.3526.8418.7418.7426.8434.35471.7557.9440.4640.4657.9471.753105.8285.7759.9159.9185.77105.822127.69106.7474.5474.54106.74127.691154.6812285.2185.21122154.68圖4-10地震荷載作用下的彎矩圖(kN.m)1.4地震作用下梁剪力及柱軸力計算表4-32地震荷載作用下梁剪力計算(kN)層次ABBCCD5=-(34.35+26.84)/6.6=-9.27=-(18.74+18.74)/2.8=-13.39=-(26.84+34.35)/6.6=-9.274=-(71.75+57.94)/6.6=-19.65=-(40.46+40.46)/2.8=-28.9=-(57.94+71.75)/6.6=-19.653=-(105.82+85.77)/6.6=-29.03=-(59.91+59.91)/2.8=-42.79=-(85.77+105.82)/6.6=-29.032=-(127.69+106.74)/6.6=-35.52=-(74.54+74.54)/2.8=-53.24=-(106.74+127.69)/6.6=-35.521=-(154.68+122)/6.6=-41.92=-(85.21+85.21)/2.8=-60.86=-(122+154.68)/6.6=-41.92表4-33地震荷載作用下A、B柱軸力(kN)層次A柱軸力B柱軸力5=-9.27=-9.27=-13.39--9.27=-4.124=-9.27-19.65=-28.92=-4.12-28.9--19.65=-13.373=-28.92-29.03=-57.95=-13.37-42.79--29.03=-27.132=-57.95-35.52=-93.47=-27.13-53.24--35.52=-44.851=-93.47-41.92=-135.39=-44.85-60.86--41.92=-63.79表4-34地震荷載作用下C、D柱軸力(kN)層次C柱軸力D柱軸力5=-9.27--13.39=4.12=--9.27=9.274=4.12-19.65--28.9=13.37=9.27--19.65=28.923=13.37-29.03--42.79=27.13=