1、WF1壁式框架刚度计算表格表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 108Z2 0 108Z3 0 109Z4 0 109Z5 0 108L1 0 0 1010L2 0 0 1010L3 0 0 1 1010L4 0 0 1010杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z1108107 108108108Z2108108 108108108Z3109108 108108108Z4109108 108108108Z51081
2、08 108108108L111010109 108108108L211010109 108108108L311010109 108108108L411010109 108108108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 108Z2 108Z3 109Z4 109Z5 108L1 0 0 109L2 0 1 109L3 109L4 0 109杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z1108108 108108108Z21
3、09108 108108108Z3109108 109109109Z4109108 109109109Z5109108 108108108L11109108 108108108L2109108 1086108108L3109109 108108108L4109108 108108108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 108Z2 108Z3 109Z4 109Z5 108L1 0 0 109L2 0 1 109L3 109L4 0 109杆件号l / l0EI (N
4、m2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z1108108 108108108Z2109108108108108Z3109108109109109Z4109108109109109Z5109108 108108108L11109108 108108108L2109108 1086108108L3109109 108108108L4109108 108108108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 108Z2 108Z3 109Z4 109Z5 108
5、L1 108L2 109L3 109L4 109杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z1108107 108108108Z2109108108108108Z3109108108108108Z4109108108108108Z5109108108108108L1108107108108108L2109108 108108108L3109108108108108L4109108108108108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 (Nm
6、2)Z1 108Z2 108Z3 109Z4 109Z5 108L1 108L2 109L3 109L4 109杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z1108107 107107107Z2108108108108108Z3109108610861086108Z4109108610861086108Z5108108108108108L1108107108108108L2109108 108108108L3109108108108108L4109108108108108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
7、（m）l0（m）h (m)h / l0vA（m2）I 0（m4）EI0 (Nm2)Z1 108Z2 108Z3 109Z4 109Z5 108L1 0 109L2 109L3 109L4 109杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z1108107 108108108Z2108108108108108Z3109108108108108Z4109108108108108Z5108108108108108L1109108108108108L2109108108108108L3109108108108108L4109108108108108表42
8、11 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 108Z2 108Z3 109Z4 109Z5 108L1 0 109L2 109L3 109L4 109杆件号l / l0EI (Nm2)i (Nm)iCCCi (Nm)Ci (Nm)K (Nm)Z1108107108108108Z2108108108108108Z3109108108108108Z4109108108108108Z5108108108108108L1109108108108108L210910810810
9、8108L3109108108108108L4109108108108108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)1108108 1081092108108108 108310810810810841081081081085108108108抗推刚度 CF= 109 = 109 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
10、/(2+K) D =12Kc / h2 (N/m)D (N/m)1 1081081081081092 1081081081081081083 10961081081081081084 10961081081081081085 108108108108抗推刚度 CF= 109 = 109 N表4214 WF1 第3、4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 1081081081081092 1081081081081081083 10
11、9610810861081081084 109108610810861081085 108108108 108抗推刚度 CF= 109 = 109 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 1081081081071082 1081081081081081083 10810810861081081084 10810810810861081085 108108108108抗推刚度 CF= 108 = 109 N
12、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 107108108 1071082 1081081081081081083 6108108108108108 1084 6108108108108108 1085 108108108 108抗推刚度 CF= 108 = 109 N表4217 WF1 第7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+K
13、2)/Kc = K/(2+K) D =12Kc / h2 (N/m)D (N/m)1 1081081081071082 1081081081081081083 1081081081081081084 1081081081081081085 108108108108抗推刚度 CF= 108 = 109 N表4218 WF1 第8、9、10、11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 1081081081071092 108108108108108 1083 1081081081081081084 1081081081081081085 108108108108抗推刚度 CF= 109 = 109 N
