Xu Z, Du X, Xu C, Hao H, Bi K, Jiang J. Numerical research on seismic response characteristics of shallow buried rectangular underground structure. Soil Dynamics and Earthquake Engineering 2019; 116: 242-252.

Chen H, Hao H, Bi K, Tan P, Peng L, Zhou F. Dynamic analysis of non-classically damped systems with linear behavior using load-dependent Ritz vectors. International Journal of Structure Stability and Dynamics. 2019; 19: 1950022.

Zuo H, Bi K, Hao H, Mitigation of tower and out-of-plane blade vibrations of offshore monopile wind turbined by using multiple tuned mass dampers. Structure and Infrastructure Engineering. Accepted.

Ma R, Bi K, Hao H. Mitigation of heave response of semi-submersible platform (SSP) using tuned heave plate inerter (THPI).  Engineering Structures 177:357-373 

Zhao L, Hao H, Bi K, Li X. Numerical study of the seismic responses of precast segmental column bridge under spatially varying ground motions. ASCE Journal of Bridge Engineering. 2018; 23: 04018096.

Li C, Hao H, Bi K. Seismic performance of precast concrete-filled circular tube segmental column under biaxial lateral cyclic loadings. Bulletin of Earthquake Engineering. https://doi.org/10.1007/s10518-018-0443-4 

Li, C., H. N. Li, H. Hao, K. Bi. Simulation of spatially varying seafloor motions using onshore earthquake recordings. Journal of Engineering Mechanics ASCE, accepted. 

Li, C., H. N. Li, H. Hao, K. Bi, and B. Chen. Seismic fragility analyses of sea-crossing cable-stayed bridges subjected to multi-support ground motions on offshore sites. Engineering Structures 2018; 165: 441-456.

Shrestha B, He LX, Hao H, Bi K, Ren WX. Experimental study on relative displacement responses of bridge frames subjected to spatially varying ground motion and its mitigation using superelastic SMA restrainers. Soil Dynamics and Earthquake Engineering 2018; 109: 76-88.

Zhang J, Bi K, Zheng S, Jia H, Zhang DY. Seismic system reliability analysis of bridges using the multiplicative dimensional reduction method. Structure and Infrastructure Engineering 2018; DOI: 10.1080/15732479.2018.1450428.

Matin Nikoo H,  Bi K, and Hao H. Effectiveness of using pipe-in-pipe (PIP) concept to reduce vortex-induced vibrations (VIV): Three-dimensional two-way FSI analysis. Ocean Engineering 2018; 148: 263-276.

Zuo H, Bi K, Hao H. Dynamic analyses of operating offshore wind turbines including soil-structure interaction. Engineering Structures 2018; 157: 42-62.

Bi K, Hao H, Chen W. Effectiveness of using RFHDS connected PIP system for subea pipeline vibration control. International Journal of Structural Stabilty and Dynamics 2018; 18(8): 1840005.

Lucey AW, Chen W, Hao H, Bi K. Structural response of modular buildings-an overview. Journal of Building Engineering 2018; 16: 45-56.

Zhao, L., K. Bi, H. Hao, and X. Li.. Numerical studies on the seismic responses of bridge structures with precast segmental columns. Engineering Structures 2017; 151: 568-583.

Nikoo HM, Bi K, Hao H. Passive vibration control of cylindrical offshore components using pipe-in-pipe (PIP) concept: an analytical study. Ocean Engineering 2017; 142: 39-50.

Bi K, Hao H, Sun Z. 3D FEM analysis of earthquake induced pounding responses between asymmetric buildings. Earthquakes and Structures 2017; 13(4): 413-422.

Li C, Hao H, Bi K. Numerical study on the seismic performance of precast segmental concrete columns under cyclic loading. Engineering Structures 2017; 148: 373-386.

Dong HH, Du XL, Han Q, Hao H, Bi K, Wang XQ. Performance of an innovative self-centering buckling restrained brace for mitigating seismic responses of bridge structures with double-column piers. Engineering Structures 2017; 148: 47-62.

Li C, Hao H, Zhang X, Bi K. Experimental study of precast segmental columns with unbonded tendons under cyclic loading. Advances in Structural Engineering 2017 (https://doi.org/10.1177/1369433217717119) 

Wu Y, Wang H, Li AQ, Sha B, Bi K. The strength reduction factors for seismic isolated bridges characterized by SDOF bilinear systems in far fault areas. Journal of Earthquake Engineering (http://dx.doi.org/10.1080/13632469.2017.1326425)

Bi K, Hao H, Li C, Li H. Stochastic seismic response analysis of buried onshore and offshore pipelines. Soil Dynamics and Earthquake Engineering 2017; 94: 60-65.

Zuo H, Bi K, Hao H. Using multiple tuned mass dampers to control offshore wind turbine vibrations under multiple hazards. Engineering Structures 2017; 141: 303-315.

Li C, Hao H, Li H, Bi K, Chen B. Modeling and Simulation of Spatially Correlated Ground Motions at Multiple Onshore and Offshore sites. Journal of Earthquake Engineering 2017; 21: 359-383.

Sun Z, Li H, Bi K, Si B, Wang D. Rapid repair techniques for severely earthquake-damaged circular bridge piers with flexural failure mode. Earthquake Engineering and Engineering Vibration 2017; 16: 415-433.

Shrestha B, Hao H, Bi K. Devices for protecting bridge superstructure from pounding and unseating damages: an overview. Structure and Infrastructure Engineering 2017; 13: 313-330.

He L, Shrestha B, Hao H, Bi K, Ren W. Experimental and 3D FEM studies on pounding responses of bridge structures subjected to spatially varying ground motions. Advances in Structural Engineering 2017; 20: 105-124. 

Li L, Bu Y, Jia H, Zheng S, Zhang D, Bi K. An improved approach for multiple support response spectral analysis of a long-span high-pier railway bridge. Earthquakes and Structures 2017; 13: 193-200.

Bi K, Hao H. Using pipe-in-pipe systems for subsea pipeline vibration control. Engineering Structures 2016; 109: 75-84.

Bi K, Hao H. Numerical simulation on the effectiveness of using viscoelastic materials to mitigate seismic induced vibrations of above-ground pipelines. Engineering Structures 2016; 123: 1-14.

Shrestha B, Hao H, Nazman HJI, Bi K. On the effectiveness of rotational friction hinge damper to control responses of multi-span simply supported bridge to non-uniform ground motions. Advances in Structural Engineering 2016; 19: 1575-1591.

Sun Z, Wang D, Bi K, Si B. Experimental and numerical investigations on the seismic behavior of bridge piers with vertical unbounded prestressing strands. Bulletin of Earthquake Engineering 2016; 14: 501-527.

Li C, Hao H, Li HN, Bi K. Seismic fragility analysis of reinforced concrete bridges with chloride induced corrosion subjected to spatially varying ground motion. International Journal of Structural Stability and Dynamics 2016; 16(5):1550010.

Li C, Hao H, Li HN, Bi K. Theoretical modelling and numerical simullation of seismic motions at seafloor. Soil Dynamics and Earthquake Engineering 2015; 77: 220-225.

Bi K, Hao H. Modelling of shear keys in bridge structures under seismic loads. Soil Dynamics and Earthquake Engineering 2015; 74: 56-68..

Bi K, Ren W-X, Cheng P-F, Hao H. Domino-type progressive collapse analysis of a multi-span simply-supported bridge: a case study. Engineering Structures 2015; 90: 172-182.

Yang H, Yin X. Hao H, Bi K. Theoretical investigation of bridge seismic responses with pounding under near-fault vertical ground motions. Advances in Structural Engineering 2015; 18(4): 453-468.

Li X, Ren W, Bi K. FBG force-testing ring for bridge cable force monitoring and temperature compensation. Sensors and Actuators A: Physical 2015; 221: 105-113.

Shrestha B, Hao H, Bi K. Seismic response analysis of multi-frame bridges with unseating restrainers considering ground motion spatial variation and SSI. Advances in Structural Engineering 2015; 18: 873-892.

Shrestha B, Hao H, Bi K. Effectiveness of using rubber bumper and restrainer on mitigatiing pounding and unseating damage of bridge structures subjected to spatially varying ground motions. Engineeering Structures 2014; 79: 195-210.

Bi K, Hao H. Numerical simulation of pounding damage of bridge structures to spatially varying ground motions. Engineering Structures2013; 46: 62-76. 

Bi K, Hao H, Ren W. Seismic response of a concrete filled steel tubular arch bridge to spatially varying ground motions including local site effect. Advances in Structural Engineering 2013; 16(10): 1761-1779.

Li B, Bi K, Chouw N, Butterworth JW, Hao H. Effect of abutment excitation on bridge pounding. Engineering Structures 2013. 54: 57-68. 

Hao H, Bi K, Chouw N, Ren W. State-of-the-art review on seismic induced pounding response of bridge structures. Earthquake Engineering and Tsunami 2013; 1350019. 

Bi K, Hao H. 3D FEM analysis of pounding response of bridge structures at a canyon site to spatially varying ground motions. Advances in Structural Engineering 2013; 16(4):619-640.

Bi K, Hao H. Influence of ground motion spatial variation and local soil conditions on the seismic responses of buried segmented pipelines. Structural Engineering and Mechanics 2012; 44(5): 663-680. 

Bi K, Hao H. Modeling and simulation of spatially varying earthquake ground motions at a canyon site with multiple of soil layers. Probabilistic Engineering Mechanics 2012; 29: 92-104.

Li B, Bi K, Chouw N, Butterworth JW, Hao H. Experimental investigation of spatially varying effect of ground motions on bridge pounding. Earthquake Engineering and Structural Dynamics 2012, 41(14): 1959-1976.

 Bi K, Hao H, Chouw N. Influence of of ground motion spatial variation, site condition and SSI on the required separation distances of bridge structures to avoid seismic pounding. Earthquake Engineering and Structural Dynamics 2011. 40(9):1027-1043

Bi K, Hao H. Influence of irregular topography and random soil properties on the coherency loss of spatial seismic ground motions. Earthquake Engineering and Structural Dynamics 2011; 40(9):1045-1061.

Bai F, Hao H, Bi K, Li H. Seismic response analysis of transmission tower-line system on heterogeneous sites to multi-component spatial ground motions. Advances in Structural Engineering 2011; 14(3): 457-474. 

Bi K, Hao H, Chouw N. Required separation distance between decks and at abutments of a bridge crossing a canyon site to avoid seismic pounding. Earthquake Engineering and Structural Dynamics 2010; 39(3):303-323. 

Bi K, Hao H, Ren W. Response of a frame structure on a canyon site to spatially varying ground motions. Structural Engineering and Mechanics 2010; 36(1): 111-127.

Liang JZ, Hao H, Wang Y, Bi K. Design earthquake ground motion prediction for Perth metropolitan area with microtremor measurements for site characterization. Journal of Earthquake Engineering 2009; 13(7): 997-1028.

Bi K, He G. Analysis on dynamic characteristics of Yeshanhe Bridge. World Earthquake Engineering 2008; 24(1): 148-152 (in Chinese).

Lou F，Zhu X，Bi K. Seismic analysis of a CFST arch bridge. Railway Engineering 2007; 6: 1-4 (in Chinese).