Cold-bent glass is one method of achieving free-form shapes and has the advantages of high optical quality and low environmental load compared to heat-bent glass. Although many studies have been conducted on cold-bent glass, there are few examples of comprehensive investigations of full-scale glass bending up to fracture. In this study, single-corner cold-bending tests were conducted with full-size laminated glass (GH3040xGW1840) in a configuration similar to an actual installation in a vertical set-up. The parameters were supporting-method, glass-thickness and interlayer-type. After that, a wind-load test was also conducted. In the case of 4-line-support, the peak maximum-principal-stress was generated around the middle of the long edge. In the case of point-supports, the peak value was generated around the loading-point and the diagonal support-point. Regarding 6-point-support, the stresses around the middle support-points weren’t large. For the same amount of bending, the reaction force increased in proportion to the glass-thickness (e.g. 8mm, 10mm), but the increase in stress was small, indicating that the effect of glass-thickness isn’t large. When exceeding a certain amount of bending, a buckling-phenomenon occurred. That was earlier in thinner glass. The glass fracture origins were in high maximum-principal-stress area. When the interlayer-type was SentryGlas (SG), the stresses and reaction forces were larger than those of PVB. An ideal uniform-load of up to ±4.5 kPa was applied to the glass in the cold-bent state using an air-pressure chamber. The effect of cold-bent was added, with a slight distortion of the stress distribution. Also, FEAs were conducted for each test to confirm the validity of the analysis model and to perform further studies. Cold-bent stress at the middle of the long edge under 4-line-support depend on the sizes of width, height and thickness of glass specimen. A series of tests and analyses confirmed the results of previous studies.