Publications

• Journal Articles (Research)
  
  2017

  §  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. 

  2016

  §  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.

   2015

  §  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.

   Before 2015

  §  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 Structures 2013; 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).

   

Conference papers

§   Bi K, Hao H. Influence of seawater layer on the seismic response of buried offshore pipelines. The 14^th International Symposium on Structural Engineering, Beijing, China, 2016; 340-347. (Invited paper)

§   Bi K, Hao H. Earthquake induced pounding response between two adjacent buildings with setback. The 14^th International Symposium on Structural Engineering, Beijing, China, 2016; 565-570.

§   Bi K, Hao H, Zuo H. Using MTMD system to control wind turbine vibrations under combined wind and seismic loading. 2^nd Huixian International Forum on Earthquake Engineering for Young Researchers, Beijing, China, 2016; 130-136. (Invited paper)

§   Hao H, Shrestha B, Bi K. An overview on the research advances in seismic pounding and unseating damages of bridge structures. 2^nd Huixian International Forum on Earthquake Engineering for Young Researchers, Beijing, China, 2016; 28-51. (Keynote paper)

§   Bi K, Hao H. Numerical study on the effectiveness of using viscoelastic TMD to mitigate seismic response of above-ground pipelines. Australian Earthquake Engineering Society 2016 Conference, Melbourne. Paper No 334.

§   Bi K, Hao H. Numerical study of using RFHDS connected PIP system to mitigate earthquake induced subsea pipeline vibrations. 24^th Australasian Conference on Mechanics of Structures and Materials, Perth, Australia, 2016; 1615-1620.

§   Li C, Li HN, Bi K, Hao H. Simulation of three-component seismic motions at seafloor using onshore earthquake recordings. 24^th Australasian Conference on Mechanics of Structures and Materials, Perth, Australia, 2016; 651-656.

§   Shrestha B, Hao H, Bi K, He LX, Ren WX. Large-scale testing of bridge system with unseating mitigation devices under spatially varying ground motions. 24^th Australasian Conference on Mechanics of Structures and Materials, Perth, Australia, 2016; 627-632.

§   Wongmatar P, Hansapinyo C, Bi K, Vimonsatit V. The effect of shear and bending capacities on impact behaviour of RC beams. 24^th Australasian Conference on Mechanics of Structures and Materials, Perth, Australia, 2016; 561-566.

§   Wang H, Wu YF, Sha B, Bi K, Li AQ. Composite optimal control for the seismic response of a long-span triple-tower suspension bridge. 24^th Australasian Conference on Mechanics of Structures and Materials, Perth, Australia, 2016; 1587-1593.

§   Bi K, Hao H. Numerical investigation of the effectiveness of using pipe-in-pipe system to mitigate seismic induced vibrations of subsea pipelines. Proceedings of the 10^th Pacific Conference on Earthquake Engineering, Sydney, Australia, 2015. Paper No. 201.

§   Bi K, Hao H. The effectiveness of using viscoelastic materials to reduce seismic induced vibrations of above ground pipelines. 2^nd International Conference on Performance-based and Life-cycle Structural Engineering, Brisbane, Australia, 2015; 858-867.

§   Shrestha B, Hao H, Bi K. Effects of ground motion spatial variation and SSI on the response of multiple-frame bridges with unseating restrainers. Proceedings of the 10^th Pacific Conference on Earthquake Engineering, Sydney, Australia, 2015. Paper No. 25.

§   Li C, Li H, Hao H, Bi K. Simulation of seafloor seismic motions in southwest of Western Australia. Proceedings of the 10^th Pacific Conference on Earthquake Engineering, Sydney, Australia, 2015.

§   Bi K, Hao H. Influence of shear keys on the seismic behaviour of bridge structures to spatially varying ground motions. 23rd Australasian Conference on the Mechanics of Structures and Materials, Bryon Bay, 2014.

§   Bi K, Hao H. Preliminary study on the effectiveness of using sandwich pipe to mitigate seismic induced vibrations of above ground pipelines. Australian Earthquake Engineering Society 2014 Conference, paper No 46.

§   Shrestha B, He L, Bi K, Hao H, Ren W. Experimental study of seismic pounding effects on bridge structures subjected to spatially varying ground motions. Australian Earthquake Engineering Society 2014 Conference, paper No 29. (Best student paper from AEES)

§   Shrestha B, Ibrahim N, Bi K, Hao H. Numerical investigation on rotational friction hinge damper based restrainers to mitigate relative displacement induced damages in simply supported bridges. Australian Earthquake Engineering Society 2014 Conference, paper No 32.

§   Li C, Hao H, Bi K, Li H. Life-cycle seismic response analysis of RC bridges considering chloride induced corrosion. Australian Earthquake Engineering Society 2014 Conference, paper No 29.

§   Bi K, Hao H. Progressive collapse analysis of Hongqi Viaduct: a multi-span simply-supported bridge. Australian Earthquake Engineering Society 2013 Conference, paper No 42.

§   Shrestha B, Hao H, Bi K. Pounding and unseating damage mitigation on bridge structures subjected to spatially varying ground motions using restrainers and rubber bumpers. Australian Earthquake Engineering Society 2013 Conference, paper No 3.

§   Bi K, Hao H. Seismic responses of buried segmented pipelines to spatially varying ground motions including local site effect. Australian Earthquake Engineering Society 2012 Conference, paper No 2.

§   Bi K, Hao H, Ren W. No-linear 3D FEM pounding analysis of a bridge structure to multi-component spatially varying ground motions. 15^th World Conference on Earthquake Engineering, Lisbon, Portugal, 2012; paper No. 2134.

§   Bi K, Hao H, Ren W. Seismic response analysis of a concrete filled steel tubular (CFST) arch bridge. 15^th World Conference on Earthquake Engineering, Lisbon, Portugal, 2012; paper No. 2138.

§   Hao H, Bi K, Chouw N, Ren W. Seismic induced pounding of bridge structures: an overview. The 12^th International Symposium on Structural Engineering, Wuhan, China, 2012. (Keynote Paper)

§   Sun H, Li B, Bi K, Chouw N, Butterworth JW, Hao H. Shake table test of a three-span bridge model. 9^th Pacific Conference on Earthquake Engineering, Auckland, New Zealand, 2011; paper No. 149.

§   Hao H, Bi K. Spatial ground motion modeling and its effect on bridge responses. The 5^th Cross-strait Conference on Structural and Geotechnical Engineering, Hong Kong, China, 2011. (Invited Paper)

§   Bi K, Hao H. 3D pounding analysis between decks and at abutments of a bridge structure to multi-component spatially varying ground motions. Australian Earthquake Engineering Society 2011 Conference, Perth, Australia, 2011; paper No. 6.

§   Bi K, Hao H, Zhang C. Analysis of coupled axial-torsional pounding response of adjacent bridge structures. The 11^th International Symposium on Structural Engineering, Guangzhou, China, 2010; 1612-1618.

§   Bi K, Hao H. Pounding response of adjacent bridge structures on a canyon site to spatially varying ground motions. Australian Earthquake Engineering Society 2010 Conference, Perth, Australia, 2010; paper No. 2. 

§   Bi K, Hao H, Chouw N. Dynamic SSI effect on the required separation distances of bridge structures to avoid seismic pounding. Australian Earthquake Engineering Society 2009 Conference, Newcastle, Australia, 2009; Paper No 16.

§   Bi K, Hao H. Analysis of influence of an irregular site with uncertain soil properties on spatial seismic ground motion coherency. Australian Earthquake Engineering Society 2009 Conference, Newcastle, Australia, 2009; Paper No 17.

§   Hao H, Bi K, Chouw N. Combined ground motion spatial variation and local site amplification effect on bridge structure responses. 6th International Conference on Urban Earthquake Engineering, Tokyo, Japan, 2009; 595-600. (Invited Paper)

§   Bi K, Hao H, Chouw N. Stochastic analysis of the required separation distance to avoid seismic pounding between adjacent bridge decks. The 14th World Conference on Earthquake Engineering, Beijing, China, 2008; 03-03-0026. 

§   Bi K, Hao H. Seismic response analysis of a bridge frame at a canyons site in Western Australia. The 14th World Conference on Earthquake Engineering, Beijing, China, 2008; 03-03-0027.

§   Bi K, Hao H. Simulation of spatially varying ground motions with non-uniform intensities and frequency content. Australian Earthquake Engineering Society 2008 Conference, Ballarat, Australia, 2008; Paper No 18.

§   Liang JZ, Hao H, Wang Y, Bi K. Site characterization evaluation in Perth metropolitan area using microtremor array method. Proceedings of the Tenth International Symposium on Structural Engineering for Young Experts, Changsha, China, 2008; 1906-1911.

§   Bi K, Ren W. The simulation of non-stationary ground motions based on wavelet transform. Proceeding of the 2nd International Conference on Structural Condition Assessment, Monitoring and Improvement, Changsha, China, 2007.