Lateral Buckling Analysis of the Steel-Concrete Composite Beams in Negative Moment Region

Table 1

Geometric dimension of examples.

Number of example	/mm	/mm	/mm	/mm
1	188.6	7	11.4	100
2	188.6	7	10.4	100
3	188.6	7	9.4	100
4	188.6	8	9.4	100
5	188.6	9	9.4	100
6	150	8	9.4	100
7	200	8	9.4	100
8	200	8	9.4	80
9	200	8	9.4	120