WF壁式框架刚计算表格

1、表425 WF1 1层各杆件转动折算线刚度和侧移线折算线刚度杆件号abl（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 0 0.324 3.3 2.231 0.525 0.24 0.85 0.15750.00361.17108Z2 0 0.305 3.3 2.294 0.775 0.34 0.75 0.23250.01163.77108Z3 0 0.273 3.3 2.4 1.2 0.5 0.57 0.360.04321.4109Z4 0 0.273 3.3 2.4 1.2 0.5 0.57 0.360.04321.4109Z5 0 0.305 3.3

2、2.294 0.775 0.34 0.75 0.23250.01163.77108L1 0 0 2.462 2.462 2.4 0.97 0.26 0.72 0.34561.121010L2 0 0 2.175 2.175 2.4 1.1 0.25 0.72 0.34561.121010L3 0 0 2.4 2.4 2.4 1 0.25 0.72 0.34561.121010L4 0 0 2.188 2.188 2.4 1.1 0.25 0.72 0.34561.121010杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.4793.24108

3、9.76107 0.457 1.502 2.9411.471082.871082.17108Z21.4398.431082.556108 0.763 1.174 2.2053.001085.641084.32108Z31.3752.071096.27108 1.106 0.899 1.5735.641089.861087.75108Z41.3752.071096.27108 1.106 0.899 1.5735.641089.861087.75108Z51.4398.431082.556108 0.763 1.174 2.2053.001085.641084.32108L110.2910101

4、.18109 0.736 0.576 0.5766.81086.81086.8108L210.2810101.29109 0.911 0.523 0.5236.751086.751086.75108L310.2810101.17109 0.748 0.572 0.5726.691086.691086.69108L410.2810101.28109 0.9 0.526 0.5266.731086.731086.73108表426 WF1 2层各杆件转动折算线刚度和侧移线折算线刚度杆件号abl（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 0.246 0.2

5、11 4.35 2.362 0.525 0.22 0.89 0.15750.00361.17108Z2 0.231 0.197 4.35 2.488 0.775 0.31 0.79 0.23250.01163.77108Z3 0.207 0.172 4.35 2.701 1.2 0.44 0.64 0.360.04321.4109Z4 0.207 0.172 4.35 2.701 1.2 0.44 0.64 0.360.04321.4109Z5 0.231 0.197 4.35 2.488 0.775 0.31 0.79 0.23250.01163.77108L1 0 0 2.462 2.46

6、2 2.1 0.85 0.32 0.63 0.23157.53109L2 0 0.034 2.175 2.101 2.1 1 0.25 0.63 0.23157.53109L3 0.031 0.031 2.4 2.251 2.1 0.93 0.28 0.63 0.23157.53109L4 0.034 0 2.188 2.114 2.1 0.99 0.25 0.63 0.23157.53109杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.8426.541081.50108 0.8243.5443.3055.321084.961085.141

7、08Z21.7481.601093.67108 1.2282.4792.3169.11088.51088.8108Z31.613.751098.63108 1.5821.6741.5611.441091.351091.4109Z41.613.751098.63108 1.5821.6741.5611.441091.351091.4109Z51.7481.601093.67108 1.2282.4792.3169.11088.51088.8108L112.411099.78108 0.6980.5890.5895.761085.761085.76108L21.0352.091099.59108

8、0.8310.5850.6265.6110861085.81108L31.0662.551091.06109 0.8860.6430.6436.821086.821086.82108L41.0352.091099.54108 0.8210.630.5886.011085.611085.81108表427 WF1 3、4层各杆件转动折算线刚度和侧移线折算线刚度杆件号abl（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 0.219 0.219 4.22.36 0.525 0.22 0.89 0.15750.00361.17108Z2 0.204 0.204

9、4.22.486 0.775 0.31 0.79 0.23250.01163.77108Z3 0.179 0.179 4.22.696 1.2 0.44 0.64 0.360.04321.4109Z4 0.179 0.179 4.22.696 1.2 0.44 0.64 0.360.04321.4109Z5 0.204 0.204 4.22.486 0.775 0.31 0.79 0.23250.01163.77108L1 0 0 2.462 2.462 2.1 0.85 0.32 0.63 0.23157.53109L2 0 0.034 2.175 2.101 2.1 1 0.25 0.63

10、 0.23157.53109L3 0.031 0.031 2.4 2.251 2.1 0.93 0.28 0.63 0.23157.53109L4 0.034 0 2.188 2.114 2.1 0.99 0.25 0.63 0.23157.53109杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.7795.891081.401080.744 3.23 3.23 4.521084.521084.52108Z21.6891.441093.431081.112.2852.2857.841087.841087.84108Z31.5583.40109

11、8.091081.4371.5511.5511.251091.251091.25109Z41.5583.401098.091081.4371.5511.5511.251091.251091.25109Z51.6891.441093.43108 1.112.2852.2857.841087.841087.84108L112.411099.78108 0.6980.5890.5895.761085.761085.76108L21.0352.091099.59108 0.8310.5850.6265.6110861085.81108L31.0662.551091.06109 0.8860.6430.

12、6436.821086.821086.82108L41.0352.091099.54108 0.8210.630.5886.011085.611085.81108表428 WF1 5层各杆件转动折算线刚度和侧移线折算线刚度杆件号abl（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 0.221 0.041 4.153.063 0.525 0.17 0.91 0.15750.00361.17108Z2 0.225 0.12 3.82.489 0.775 0.31 0.79 0.23250.01163.77108Z3 0.197 0.092 3.82.702

13、1.2 0.44 0.64 0.360.04321.4109Z4 0.197 0.092 3.82.702 1.2 0.44 0.64 0.360.04321.4109Z5 0.225 0.12 3.82.489 0.775 0.31 0.79 0.23250.01163.77108L1 0.045 0.097 2.462 2.112 0.6 0.28 0.81 0.18 0.00541.76108L2 0.029 0.126 2.175 1.838 1.3 0.71 0.41 0.39 0.05491.79109L3 0.115 0.115 2.4 1.848 1.3 0.7 0.41 0.

14、39 0.05491.79109L4 0.126 0.029 2.188 1.849 1.3 0.7 0.41 0.39 0.05491.79109杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.3552.661086.41107 0.22.4471.7011.571081.091081.33108Z21.5271.061092.81080.8182.1631.7526.061084.911085.48108Z31.4062.501096.581081.0541.4971.2129.851087.971088.91108Z41.4062.50

15、1096.581081.0541.4971.2129.851087.971088.91108Z51.5271.061092.81080.8182.1631.7526.061084.911085.48108L11.1662.251089.141070.311.1451.2711.051081.161081.1108L21.1831.211095.581081.020.741 0.94.131085.021084.58108L31.2991.601096.681081.3330.9390.9396.271086.271086.27108L41.1831.211095.541081.0080.906

16、0.7455.021084.131084.57108表429 WF1 6层各杆件转动折算线刚度和侧移线折算线刚度杆件号abl（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 0.05 0.05 3.43.06 0.5250.17 0.91 0.15750.00361.17108Z2 0.134 0.134 3.42.489 0.7750.31 0.79 0.23250.01163.77108Z3 0.103 0.103 3.42.7 1.20.44 0.64 0.360.04321.4109Z4 0.103 0.103 3.42.7 1.20.44 0.6

17、4 0.360.04321.4109Z5 0.134 0.134 3.42.489 0.7750.31 0.79 0.23250.01163.77108L1 0.045 0.097 2.462 2.112 0.60.28 0.81 0.18 0.00541.76108L2 0.029 0.126 2.175 1.838 1.30.71 0.41 0.39 0.05491.79109L3 0.115 0.115 2.4 1.848 1.30.7 0.41 0.39 0.05491.79109L4 0.126 0.029 2.188 1.849 1.30.7 0.41 0.39 0.05491.7

18、9109杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.1111.471084.32107 0.21.2361.2365.331075.331075.33107Z21.3667.621082.241080.8181.6071.6073.61083.61083.6108Z31.2591.81095.281081.0541.1361.136610861086108Z41.2591.81095.281081.0541.1361.136610861086108Z51.3667.621082.241080.8181.6071.6073.61083.61

19、083.6108L11.1662.251089.141070.311.1451.2711.051081.161081.10108L21.1831.211095.581081.020.741 0.94.131085.021084.58108L31.2991.601096.681081.3330.9390.9396.271086.271086.27108L41.1831.211095.541081.0080.9060.7455.021084.131084.58108表4210 WF1 7层各杆件转动折算线刚度和侧移线折算线刚度杆件号abl（m）l0（m）h (m)h / l0vA（m2）I 0（m

20、4）EI0 (Nm2)Z1 0.055 0.184 3.13.06 0.5250.22 0.87 0.15750.00361.17108Z2 0.132 0.147 3.452.489 0.7750.31 0.79 0.23250.01163.77108Z3 0.101 0.116 3.452.7 1.20.44 0.64 0.360.04321.4109Z4 0.101 0.116 3.452.7 1.20.44 0.64 0.360.04321.4109Z5 0.132 0.147 3.452.489 0.7750.31 0.79 0.23250.01163.77108L1 0 0.015

21、 2.462 2.112 1.40.58 0.48 0.42 0.06862.23109L2 0.017 0.115 2.175 1.838 1.40.74 0.38 0.42 0.06862.23109L3 0.104 0.104 2.4 1.848 1.40.74 0.38 0.42 0.06862.23109L4 0.114 0.017 2.188 1.849 1.40.74 0.38 0.42 0.06862.23109杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.3142.321087.49107 0.2931.5281.9811

22、.141081.481081.31108Z21.3867.971082.311080.6141.6281.6783.761083.881083.82108Z31.2771.871095.431080.7891.1471.1826.221086.411086.32108Z41.2771.871095.431080.7891.1471.1826.221086.411086.32108Z51.3867.971082.311080.6141.6281.6783.761083.881083.82108L11.0151.121094.551080.5020.6860.7073.121083.221083.

23、17108L21.1521.301095.961080.9590.7040.8574.191085.111084.65108L31.2631.711097.111081.2450.8970.8976.371086.371086.37108L41.1511.291095.91080.9420.8610.7095.081084.181084.63108表4211 WF1 8、9、10、11层各杆件转动折算线刚度和侧移线折算线刚度杆件号abl（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 0.163 0.163 3.52.359 0.5250.22 0.87

24、0.15750.00361.17108Z2 0.145 0.145 3.52.485 0.7750.31 0.79 0.23250.01163.77108Z3 0.114 0.114 3.52.702 1.20.44 0.64 0.360.04321.4109Z4 0.114 0.114 3.52.702 1.20.44 0.64 0.360.04321.4109Z5 0.145 0.145 3.52.485 0.7750.31 0.79 0.23250.01163.77108L1 0 0.015 2.462 2.425 1.40.58 0.48 0.42 0.06862.23109L2 0.

25、017 0.115 2.175 1.888 1.40.74 0.38 0.42 0.06862.23109L3 0.104 0.104 2.4 1.901 1.40.74 0.38 0.42 0.06862.23109L4 0.114 0.017 2.188 1.901 1.40.74 0.38 0.42 0.06862.23109杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z11.4843.341089.541070.4222.2962.2962.191082.191082.19108Z21.4088.351082.391080.6441.69

26、91.6994.051084.051084.05108Z31.2951.951095.581080.8231.1921.1926.651086.651086.65108Z41.2951.951095.581080.8231.1921.1926.651086.651086.65108Z51.4088.351082.391080.6441.6991.6994.051084.051084.05108L11.0151.121094.551080.5020.6860.7073.121083.221083.17108L21.1521.301095.961080.9590.7040.8574.191085.

27、111084.65108L31.2631.711097.111081.2450.8970.8976.371086.371086.37108L41.1511.291095.91080.9420.8610.7095.081084.181084.63108表4212 WF1 第1层壁柱抗侧刚度计算壁柱号H（m）Kc (Nm)K1 (Nm)K2 (Nm) K=(K1+K2)/Kc = K/(2+K) D =12Kc / h2 (N/m)D (N/m)13.32.171086.81083.1340.61 1.461081.4410923.34.321086.81086.751083.1370.611 2

28、.9110833.37.751086.751086.691081.7340.4643.9710843.37.751086.691086.731081.7320.4643.9710853.34.321086.731081.5580.4382.08108抗推刚度 CF= 3.31.44109 = 4.752109 N表4213 WF1 第2层壁柱抗侧刚度计算壁柱号h（m）Kc (Nm)K1 (Nm)K2 (Nm) K3(Nm)K4 (Nm) K=(K1+K2)/Kc = K/(2+K) D =12Kc / h2 (N/m)D (N/m)1 4.355.141085.761086.81081.222

29、0.3791.241081.071092 4.358.81085.761085.611086.81086.751081.4160.4152.311083 4.351.410961086.821086.751086.691080.9380.3192.831084 4.351.410961086.821086.691086.731080.9370.3192.831085 4.358.81085.611086.731080.7010.261.45108抗推刚度 CF= 4.351.07109 = 4.655109 N表4214 WF1 第3、4层壁柱抗侧刚度计算壁柱号h（m）Kc (Nm)K1 (N

30、m)K2 (Nm) K3(Nm)K4 (Nm) K=(K1+K2)/Kc = K/(2+K) D =12Kc / h2 (N/m)D (N/m)1 4.25.141085.761085.761081.1210.3591.261081.101092 4.28.81085.761085.611085.761085.611081.2920.3922.351083 4.21.410961086.8210861086.821080.9160.3142.991084 4.21.41096.8210861086.8210861080.9160.3142.991085 4.28.81085.611085.61

31、1080.6380.242 1.45108抗推刚度 CF= 4.21.1109 = 4.62109 N表4215 WF1 第5层壁柱抗侧刚度计算壁柱号h（m）Kc (Nm)K1 (Nm)K2 (Nm) K3(Nm)K4 (Nm) K=(K1+K2)/Kc = K/(2+K) D =12Kc / h2 (N/m)D (N/m)1 4.151.331081.051085.761082.560.5615.21079.871082 3.85.481081.161084.131085.761085.611081.520.4321.971083 3.88.911085.021086.2710861086.

32、821081.3530.4042.991084 3.88.911086.271085.021086.8210861081.3530.4042.991085 3.85.481084.131085.611080.8890.3081.4108抗推刚度 CF= 3.89.87108 = 3.751109 N表4216 WF1 第6层壁柱抗侧刚度计算壁柱号h（m）Kc (Nm)K1 (Nm)K2 (Nm) K3(Nm)K4 (Nm) K=(K1+K2)/Kc = K/(2+K) D =12Kc / h2 (N/m)D (N/m)1 3.45.331071.051081.051081.970.496 2.751079.26108