Table 1 Summary of quantified influence by slabs in experimental studies.
Index | Degree of influence | Source |
|---|---|---|
Yield strength and initial stiffness | 48.9% and 27.6% | Qian and Li (2013d) |
Ultimate capacity | 40.7–63% | Qian and Li (2012c) |
Beam action capacity | 246.20% | Qian et. al. (2015) |
Collapse resistance | 98–146% | Lu et. al. (2017) |
Ultimate capacity | 45.40% | Ren et. al. (2014) |
Ultimate capacity | 38–145% | Ren et. al. (2016) |
Ultimate capacity | 40–55% | Lim et al., (2017b) |
Ultimate capacity | 75–145% | Du et al., (2019) |
Ultimate capacity | 35.7–334.6% | Chu et al., (2016) |
Ultimate capacity | 22–278% | Du et al., (2020) |