Yihai Bao, Ph.D.
Affiliations: | 2008 | University of California, Davis, Davis, CA |
Area:
Civil EngineeringGoogle:
"Yihai Bao"Parents
Sign in to add mentor| Sashi K. Kunnath | grad student | 2008 | UC Davis | |
| (Macromodel-based progressive collapse simulation of reinforced concrete structures.) | ||||
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Publications
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| Wang J, Wang W, Bao Y, et al. (2020) Numerical investigation on progressive collapse resistance of steel-concrete composite floor systems Structure and Infrastructure Engineering. 1-15 |
| Wang J, Wang W, Bao Y. (2020) Full-Scale Test of a Steel–Concrete Composite Floor System with Moment-Resisting Connections under a Middle-Edge Column Removal Scenario Journal of Structural Engineering-Asce. 146: 4020067 |
| Wang J, Wang W, Bao Y, et al. (2019) Full-scale test of a steel moment-resisting frame with composite floor under a penultimate edge column removal scenario Journal of Constructional Steel Research. 162: 105717 |
| Kunnath SK, Bao Y, El-Tawil S. (2018) Advances in Computational Simulation of Gravity-Induced Disproportionate Collapse of RC Frame Buildings Journal of Structural Engineering-Asce. 144: 3117003 |
| Bao Y, Main JA, Noh SY. (2017) Evaluation of Structural Robustness against Column Loss: Methodology and Application to RC Frame Buildings. Journal of Structural Engineering (New York, N.Y.). 143 |
| Lew HS, Main JA, Bao Y, et al. (2017) Performance of Precast Concrete Moment Frames Subjected to Column Removal: Part 1, Experimental Study Pci Journal. 62 |
| Bao Y, Main JA, Lew HS, et al. (2017) Performance of Precast Concrete Moment Frames Subjected to Column Removal: Part 2, Computational Analysis Pci Journal. 62 |
| Zhao H, Liu X, Bao Y, et al. (2017) Nonlinear simulation of tunnel linings with a simplified numerical modelling Structural Engineering and Mechanics. 61: 593-603 |
| Wang W, Wang J, Sun X, et al. (2017) Slab effect of composite subassemblies under a column removal scenario Journal of Constructional Steel Research. 129: 141-155 |
| Zhao H, Liu X, Bao Y, et al. (2016) Simplified nonlinear simulation of shield tunnel lining reinforced by epoxy bonded steel plates Tunnelling and Underground Space Technology. 51: 362-371 |