Deformation of Overlong Isolated Buildings Caused by Thermal and Concrete Shrinkage

Table 3

Node displacements of the isolated layer.

Nodes	1	2	3	4	5	6	7
Analyzed displacement	20.0	18.1	14.8	11.5	8.2	4.8	1.5
Measured displacement	10	—	—	—	0	3	—