Cheng Yu, Ph.D.
Affiliations: | 2005 | Johns Hopkins University, Baltimore, MD |
Area:
Civil Engineering, Mechanical EngineeringGoogle:
"Cheng Yu"Parents
Sign in to add mentor| Benjamin W. Schafer | grad student | 2005 | Johns Hopkins | |
| (Distortional buckling of cold -formed steel members in bending.) | ||||
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Publications
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| Liu X, Wang Y, Cui X, et al. (2020) Seismic performance of bolted beam-to-column connection with rib-stiffened splicing plate Journal of Constructional Steel Research. 174: 106300 |
| Zhang A, Liu X, Wang Y, et al. (2020) Seismic behavior of an X-deployed cable-braced bolt-assembly steel frame Journal of Constructional Steel Research. 170: 106132 |
| Song L, Yan W, Zhang X, et al. (2020) Feasibility research on the application of self-piercing riveted connection in cold-formed steel structures Journal of Constructional Steel Research. 168: 105957 |
| Liu X, Feng S, Shang Z, et al. (2020) Performance of prestressed T-type self-centering energy-dissipation brace Engineering Structures. 223: 111174 |
| Zhang J, Li X, Cao W, et al. (2020) Seismic behavior of composite shear walls incorporating high-strength materials and CFST boundary elements Engineering Structures. 220: 110994 |
| Zhao Q, Qiu J, Zhao Y, et al. (2020) Estimating Fundamental Period of Corrugated Steel Plate Shear Walls Ksce Journal of Civil Engineering. 1-11 |
| Yan W, Mu T, Xie Z, et al. (2019) Experimental investigation of typical connections for fabricated cold-formed steel structures: Advances in Structural Engineering. 22: 141-155 |
| Zhang W, Yu C, Mahdavian M. (2019) Seismic Performance of Cold-Formed Steel Shear Walls Using Corrugated Sheathing with Slits Journal of Structural Engineering-Asce. 145: 4019014 |
| Liu XC, Cui FY, Zhan XX, et al. (2019) Seismic performance of bolted connection of H-beam to HSS-column with web end-plate Journal of Constructional Steel Research. 156: 167-181 |
| Song L, Yan W, Yu C, et al. (2019) Flexural behavior investigation of the CFS truss beams with self-piercing riveted connection Journal of Constructional Steel Research. 156: 28-45 |