Slovenec, D., Sarebanha, A., Pollino, M. C., Mosqueda, G. C., & Qu, B. C.(2017).Hybrid Testing of the Stiff Rocking Core Seismic Rehabilitation Technique.ASCE Journal of Structural Engineering.
Pollino, M. C., Slovenec, D. C., Qu, B. C., & Mosqueda, G. C.(2017).Seismic Rehabilitation of Concentrically Braced Frames Using Stiff Rocking Cores.Journal of Structural Engineering.
Qu, B., Sanchez-Zamora, F., Pollino, M. C., & Hou, H. C.(2016).Rehabilitation of Steel Concentrically Braced Frames with Rocking Cores for Improved Performance under Near-fault Ground Motions.Advances in Structural Engineering.
Qu, B., Sanchez, J., Hou, H., & Pollino, M. C.(2016).IMPROVING INTER-STORY DRIFT DISTRIBUTION OF STEEL MOMENT RESISTING FRAMES THROUGH STIFF ROCKING CORES.International Journal of Steel Structures.
Qu, B., Sanchez-Zamora, F., & Pollino, M. C.(2014).Mitigation of Inter-story Drift Concentration in Multi-story Steel Concentrically Braced Frames through Implementation of Sufficient Rocking Cores.Engineering Structures.
Qu, B., Sanchez-Zamora, F., & Pollino, M. C.(2014).Transforming Seismic Performance of Deficient Steel Concentrically Braced Frames Through Implementation of Rocking Cores.ASCE Journal of Structural Engineering.
Qu, B., Xuhua, G., Pollino, M. C., & Chi, H. C.(2013).Effect of Column Stiffness on Drift Concentration in Steel Plate Shear Walls.Journal of Constructional Steel Research,83, 105-116.
Qu, B., Guo, X., Chi, H., & Pollino, M. C.(2012).Probabilistic Evaluation of Effect of Column Stiffness on Seismic Performance of Steel Plate Shear Walls.Engineering Structures,43, 169-179.
