高层建筑结构课程设计10层框架剪力墙

10层框剪结构课程设计计算书110层框架-剪力墙结构，抗震设防烈度8度，二类场地，特征周期设计地震分组为第一组，Tg=0.35s，结构平面图如图1-1.剖面图如图1-2,剪力墙平面图如图1-3，首层层高4.8m,混凝土强度等级：梁，柱，墙在1-3层柱尺寸混凝土强度等级：梁，柱，墙在1-3层柱尺寸1―-35505504——55005006―-10450450墙厚尺寸1--23003--42505--102302层4.0m,3-10层均为3.6m，梁、板、柱均为现浇,C35,在4-6层为C30，在7—10层为C20.框架梁尺寸A—B25(B—C25(C--D250混凝土强度等级1---3C354-—6C307-—10C20位置跨度截面I=1/12BH30 bbI=1.5Ib 0i=EI/l(104b bAB60.250.650.00570.0086BC2.10.250.40.00130.0020CD60.250.650.00570.00861--3梁线刚度框架、剪力墙刚度计算梁柱线刚度1)柱子线刚度2)1)柱子线刚度2)轴号层号截面(m*m)层高(m)I=1/12bh3(m3)i=Ei/h(104ABCD10.550.554.8° …0.0076JJ5.020.550.5540.00766.030.550.553.60.00766.64--50.50.53.60.00524.360.450.453.60.00342.87--100.450.453.60.00342.4框架刚度计算位置跨度截面I=1/12BH3I=1.5Ii=EI/l(104AB60.250.650.0057(J 00.0086BC2.10.250.40.00130.0020CD60.250.650.00570.00864--6梁线刚度位置跨度截面I=1/12BH30 jbI=1.5Ij 0i=EI/l(104b JAB60.250.650.00570.0086BC2.10.250.40.00130.0020CD60.250.650.00570.00867--10梁线刚度边框架B和C层数层高梁刚度柱刚度103.63.652.432.4293.63.652.432.4283.63.652.432.4273.63.652.432.4263.64.292.864.3453.64.292.864.3443.64.292.864.3433.64.536.68244.536.0114.84.535.01中框架B和C层数层高梁刚度柱刚度K103.64.863.242.4293.64.863.242.4283.64.863.242.4273.64.863.242.4263.65.723.812.8553.65.723.814.3443.65.723.814.3433.66.0146.68246.0146.0114.86.0145.01ED 4455348层数层咼DiDi*hi平均高度 3.76103.6353459127245293.6353459127245283.6353459127245273.6366197131831063.6429890154760353.6517580186328943.6524309188751233.6638600229895924496388198555214.84220082025636楼层柱平均抗侧刚度Cf(Kn) 1674422445325剪力墙刚度计算层数剪力墙宽度b柱截面层高h惯性矩IwEE*Iw100.230.453.666.932.559876543210.230T230.230.230.230.250.30.450.450.450.450.5~0750.550.550.553.63763.63.63.63.63.644.866