Deformation of Overlong Isolated Buildings Caused by Thermal and Concrete Shrinkage

Table 2

Column stiffness.

Column	GZY700	1~9	2~10	3~11, 4~12, 5~13	6~14	7~15
𝐾 (kN/m)	1034	7074	15580	18243	17812	18313
Column	GZY800	9~17	10~18	11~19, 12~20, 13~21	14~22	15~23
𝐾 (kN/m)	1238	11800	24346	27204	26470	27325