Before 2023

34. Bi K, Li C, Hao H. State-of-the-art review of the seismic performance of precast segmental columns. Advances in Bridge Engineering 2022; 3(1): 1-27.
35. Li Z, Xu K, Bi K, Han Q, and Du X. Inerter nonlinearity and its influence on control efficiency of TMDI for suppressing vortex-induced vibration of bridges. Journal of Bridge Engineering 2022; 27(11): 04022101.
36. Li C, Xiang Y, Bi K, Cai C. Seismic performance of precast CFDST segmental column with hybrid energy dissipation devices. Journal of Constructional Steel Research 2022; 197: 107455.
37. Li C, Bi K, Hao H, Zuo H, and Do T V. Shake-table tests of BFRP-reinforced geopolymer concrete segmental columns. Bulletin of Earthquake Engineering 2022; 20(13): 7287-7311.
38. Vo N H, Pham T M, Hao H, Bi K, and Chen W. Experimental and numerical validation of impact mitigation capability of meta-panels. International Journal of Mechanical Sciences 2022; 231: 107591.
39. Xu K, Song J, Bi K. Vortex-induced vibration control of long stay cables by using inerter-based dampers. International Journal of Structural Stability and Dynamics 2022; 22(12): 2250135.
40. Dong H, Han Q, Bi K, Zhang C, and Du X. Ductility Demand Spectra of the Self-Centering Structure Subjected to Near-Fault Pulse-like Ground Motions. Journal of Earthquake Engineering 2022; 26(12): 6129-6147.
41. Xie G, Zhang X, Hao H, Bi K, and Lin Y. Response of reinforced mortar-less interlocking brick wall under seismic loading. Bulletin of Earthquake Engineering 2022; 20(11): 6129-6165.
42. Li Q, Bi K, Dong H, Lin Y, Han Q, and Du X. Numerical studies on the seismic responses of precast segmental columns-supported bridge structures subjected to near-fault ground motions. Advances in Structural Engineering 2022; 25(12): 2527-2546.
43. Vo N H, Pham T M, Hao H, Bi K, Chen W. Impact load mitigation of meta-panels with single local resonator. Engineering Structures 2022; 265: 114528.
44. Xu C, Chen W, Hao H, Pham T M, Bi K. Static mechanical properties and stress wave attenuation of metaconcrete subjected to impulsive loading. Engineering Structures 2022; 263: 114382.
45. Li H, Li J, Bi K. A quasi-active negative stiffness damper for structural vibration control under earthquakes. Mechanical Systems and Signal Processing 2022; 173: 109071.
46. Xu Z, Huang T L, Bi K. Effect of non-stationary spatially varying ground motions on the seismic responses of multi-support structures. Structural Engineering and Mechanics 2022; 82(3): 325-341.
47. Xu K, Dai Q, Bi K, Fang G, Zhao L. Multi-mode vortex-induced vibration control of long-span bridges by using distributed tuned mass damper inerters (DTMDIs). Journal of Wind Engineering and Industrial Aerodynamics 2022; 224: 104970.
48. Vo N H, Pham T M, Hao H, Bi K, Chen W. A reinvestigation of the spring-mass model for metamaterial bandgap prediction. International Journal of Mechanical Sciences 2022; 221: 107219.
49. Fang X, Ji J, Hao H, Bi K. Behaviours of column-in-column (CIC) system under axial compression: Experimental and theoretical studies. Journal of Constructional Steel Research 2022; 192: 107217.
50. Nikoo H M, Bi K, Hao H. Vortex-induced vibration of a full-diamond textured cylinder at subcritical Reynolds numbers. Marine Structures 2022; 83: 103193.
51. Fang X, Hao H, Bi K. An innovative pendulum-type column-in-column (PCIC) system for structural vibration control induced by seismic ground excitations. Engineering Structures 2022; 256: 113990.
52. Zhang X, Han Q, Bi K, Du X. An improved multi-mode seismic vibration control method using multiple tuned mass dampers. Advances in Structural Engineering 2022; 25(4): 804-819.
53. Song J, Bi K, Xu K, Han Q, Du X. Influence of spatially varying ground motions on the seismic responses of adjacent bridges coupled by a tuned inerter damper. Soil Dynamics and Earthquake Engineering 2022; 154: 107137.
54. Jiang S, Bi K, Ma R, Han Q, Du X. Influence of spatially varying ground motions on the seismic responses of bridge structures with KDampers. Engineering Structures 2023; 277: 115461.
55. Vo N H, Pham T M, Hao H, Bi K, Chen W, San Ha N. Blast resistant enhancement of meta-panels using multiple types of resonators. International Journal of Mechanical Sciences 2022; 215: 106965.
56. Fang X, Hao H, Bi K. Free and forced vibrations of an undamped double-beam system carrying a tip mass with rotary inertia. Journal of Engineering Mechanics 2022; 148(2): 04021141.
57. Xu K, Dai Q, Bi K, Fang G, Ge Y. Closed‐form design formulas of TMDI for suppressing vortex‐induced vibration of bridge structures. Structural Control and Health Monitoring 2022; 29(10): e3016.
58. Zuo H, Bi K, Hao H, Li C. Numerical study of using shape memory alloy-based tuned mass dampers to control seismic responses of wind turbine tower. Engineering Structures 2022; 250: 113452.
59. Xu C, Chen W, Hao H, Bi K, Pham T M. Experimental and numerical assessment of stress wave attenuation of metaconcrete rods subjected to impulsive loads. International Journal of Impact Engineering 2022; 159: 104052.
60. Chen H, Bi K, Liu Y, Tan P. Performance evaluation of multiple tuned inerter‐based dampers for seismic induced structural vibration control. Structural Control and Health Monitoring 2022; 29(1): e2860.
61. Xu C, Chen W, Hao H, Pham TM, Bi K. Damping properties and dynamic responses of metaconcrete beam structures subjected to transverse loading. Construction and Building Materials 2021; 311: 125273.
62. Zheng W, Wang H, Hao H, Bi K. Superelastic CuAlBe wire-based sliding lead rubber bearings for seismic isolation of bridges in cold regions. Engineering Structures 2021; 247: 113102.
63. Ma R, Bi K, Hao H. Wave flume tests of a semi-submersible platform controlled by a novel rotational inertia damper. Ocean Engineering 2021; 238: 109718.
64. Ma R, Bi K, Hao H. Inerter-based structural vibration control: A state-of-the-art review. Engineering Structures 2021; 243: 112655.
65. Song J, Bi K, Xu K, Han Q, Du X. Seismic responses of adjacent bridge structures coupled by tuned inerter damper. Engineering Structures 2021; 243: 112654.
66. Fang X, Hao H, Bi K. Passive vibration control of engineering structures based on an innovative column-in-column (CIC) concept. Engineering Structures 2021; 242: 112599.
67. Vo NH, Pham TM, Bi K, Chen W, Hao H. Stress wave mitigation properties of dual-meta panels against blast loads. International Journal of Impact Engineering 2021; 154: 103877.
68. Vo NH, Pham TM, Bi K, Hao H. Model for analytical investigation on meta-lattice truss for low-frequency spatial wave manipulation. Wave Motion 2021; 103: 102735.
69. Lacey AW, Chen W, Hao H, Bi K. Lateral behaviour of modular steel building with simplified models of new inter-module connections. Engineering Structures 2021; 236: 112103.
70. Dong H, Han Q, Bi K, Zhang C, Du X. Ductility Demand Spectra of the Self-Centering Structure Subjected to Near-Fault Pulse-like Ground Motions. Journal of Earthquake Engineering 2021; 1-19.
71. Xue D, Bi K, Dong H, Qin H, Han Q, Du X. Development of a novel self-centering slip friction brace for enhancing the cyclic behaviours of RC double-column bridge bents. Engineering Structures 2021; 232: 111838.
72. Lacey AW, Chen W, Hao H, Bi K. New interlocking inter-module connection for modular steel buildings: Simplified structural behaviours. Engineering Structures 2021; 227: 111409.
73. Zuo H, Bi K, Hao H, Ma R. Influence of ground motion parameters and structural damping on the optimum design of inerter-based tuned mass dampers. Engineering Structures 2021; 227: 111422.
74. Ma R, Bi K, Hao H. A novel rotational inertia damper for amplifying fluid resistance: experiment and mechanical Model. Mechanical System and Signal Processing 2021; 149: 107313.
75. Zuo H, Bi K, Hao H. Simultaneous out-of-plane and in-plane vibration mitigations of offshore monopile wind turbine by tuned mass dampers. Smart Structures and Systems 2020; 26: 435-449.
76. Lin Y, Zong Z, Bi K, Hao H, Lin J, Chen Y. Numerical study of the seismic performance and damage mitigation of steel-concrete composite rigid-frame bridge subjected to across-fault ground motions. Bulletin of Earthquake Engineering 2020; 18: 6687-6714.
77. Lacey AW, Chen W, Hao H, Bi K. Simplified structural behaviours of post-tensioned inter-module connection for modular buildings. Journal of Constructional Steel Research 2020; 175: 106347.
78. Zuo H, Bi K, Hao H, Xin Y, Li J, Li C. Fragility analyses of offshore wind turbines subjected to aerodynamic and sea wave loadings. Renewable Energy 2020; doi.org/10.1016/j.renene.2020.07.066
79. Zhang Z, Bi K, Hao H, Sheng P, Feng L, Xiao D. Development of a novel deformation-amplified shape memory alloy-friction damper for mitigating seismic responses of RC frame buildings. Engineering Structures 2020; 216: 110751.
80. Ma R, Bi K, Hao H. Heave motion mitigation of semi-submersible platform using inerter-based vibration isolation system (IVIS). Engineering Structures 2020; 110833.
81. Lacey AW, Chen W, Hao H, Bi K. Effect of inter-module connection stiffness on structural response of a modular steel building subjected to wind and earthquake load. Engineering Structures 2020; 213: 110628.
82. Xu K, Bi K, Ge YJ, Zhao L, Han Q, Du XL. Performance of evaluation of inerter-based dampers for vortex-induced vibration control of long-span bridges: a comparative study. Structural Control and Health Monitoring 2020; e2529.
83. Zhang C, Hao H, Bi K, Yan XY. Dynamic amplification factors for a system with multiple-degrees-of-freedom. Earthquake Engineering and Engineering Vibration 2020; 19(2): 363-375.
84. Lin Y, Bi K, Zong Z, Hao H, Lin J, Chen YY. Seismic performance of steel-concrete composite rigid-frame bridge: shake table test and numerical simulation. ASCE Journal of Bridge Engineering 2020; 04020032.
85. Dong H, Du XL, Han Q, Bi K. Numerical studies on the seismic performance of RC two-column bent bridges with self-centring energy dissipation braces. ASCE Journal of Structural Engineering 2020; 146(4): 04020038.
86. Ma R, Bi K, Hao H. Using inerter-based control device to mitigate heave and pitch motions of semi-submersible platform in the shallow sea. Engineering Structures 2020; 207: 110248.
87. Zhao J, Jia H, Zhan Y, Xiang Z, Zheng S, Bi K. Combination of LS-SVM algorithm and JC method for fragility analysis of deep-water high piers subjected to near-field ground motions. Structures 2020; 24: 282-295.
88. Zuo H, Bi K, Hao H. A state-of-the-art review on the vibration mitigation of wind turbines. Renewable and Sustainable Energy Reviews 2020; 121: 109710.
89. Lin Y, Zong Z, Bi K, Hao H. Lin J, Chen Y. Experimental and numerical studies of the seismic behaviour of a steel-concrete composite rigid-frame bridge subjected to the surface rupture at a thrust fault. Engineering Structures 2020; 205: 110105.
90. Matin Nikoo H, Bi K, Hao H. Textured pipe-in-pipe systems: A compound passive technique for vortex-induced vibration control. Applied Ocean Research 2020; 95: 102044.
91. Jia J, Zhang K, Saiidi MS, Guo Y, Wu S, Bi K, Du X. Seismic Evaluation of precast bridge columns with built-in elastomeric pads. Soil Dynamics and Earthquake Engineering 2020; 128: 105868.
92. Zheng W, Wang H, Hao H, Bi K, Shen HJ. Performance of bridges isolated with sliding-lead rubber bearings subjected to near-fault earthquakes. International Journal of Structural Stability and Dynamics 2020; DOI: 10.1142/S0219455420500236.
93. Lacey AW, Chen W, Hao H, Bi K. New interlocking inter-module connection for modular steel buildings: experimental and numerical studies. Engineering Structures 2019; 198: 109465.
94. Lacey AW, Chen W, Hao H, Bi K. Shear behaviour of post-tensioned inter-module connection for modular steel buildings. Journal of Constructional Steel Research 2019; 162: 105707.
95. Xu L, Bi K, Gao JF, Xu Y, Zhang C. Analysis on parameter optimization of dampers of long-span double tower cable-stayed bridges. Structure and Infrastructure Engineering 2019; DOI: 10.1080/15732479.2019.1703760.
96. Ni P, Xia Y, Li J, Hao H, Bi K, Zuo H. Multi-scale stochastic dynamic response analysis of offshore risers with lognormal uncertainties. Ocean Engineering 2019; 189: 10633.
97. Zuo H, Bi K, Hao H, Li C. Influence of earthquake ground motion modelling on the dynamic responses of offshore wind turbines. Soil Dynamics and Earthquake Engineering 2019; 121: 151-167.
98. Kuddus MA, Li J, Hao H, Li C, Bi K. Target-free vision-based technique for vibration measurements of structures subjected to our-of-plane movements. Engineering Structures 2019; 190: 201-222.
99. Su L, Wan HP, Bi K, et al. Seismic fragility analysis of pile-supported wharves with the influence of soil permeability. Soil Dynamics and Earthquake Engineering 2019; 122: 211-227.
100. Lacey AW, Chen W, Hao H, Bi K. Experimental and numerical study of the slop factor for G350-steel bolted connections. Journal of Constructional Steel Research 2019; 158: 576-590.
101. Matin Nikoo H, Bi K, Hao H. Three-dimensional vortex-induced vibration of a circular cylinder at subcritical Reynolds numbers with low-Re correction. Marine Structures 2009; 288-306.
102. Ma R, Bi K, Hao H. A novel rotational inertia damper for heave motion suppression of semisubmersible platform in the shallow sea. Structural Control and Health Monitoring 2019; e2368.
103. Li C, Bi K, Hao H.Seismic performance of precast segmental column under bidirectional earthquake motions: shake table test and numerical evaluation. Engineering Structures 2019; Accepted.
104. Li C, Bi K, Hao H, Zhang X, Tin DV. Cyclic test and numerical study of precast segmental concrete conlumns with BFRP and TEED. Bulletin of Earthquake Engineering 2019; Accepted.
105. Dong H, Du X, Han Q, Bi K, Hao H. Hysteretic performance of RC double-column bridge piers with self-centering buckling-restrained braces. Bulletin of Earthquake Engineering 2019; Accepted.
106. Tian L, Rong K, Bi K, Zhang P. A bidirectional ponding tuned mass damper and its application to transmission tower-line systems under seismic excitations. International Journal of Structural Stability and Dynamics 2019; Accepted.
107. Xu K, Bi K, Han Q, Li X, Du X. Using tuned mass damper inerter to mitigate vortex-induced vibration of long-span bridges: analytical study. Engineering Structures 2019; 182: 101-111.
108. Lacey AW, Chen W, Hao H, Bi K. Review of bolted inter-module connections in modular steel buildings. Journal of Building Engineering 2019; 23: 207-219.
109. 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 2019; 17: 271-296.
110. 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.
111. Chen H, Hao H, Bi K, Tan P, Peng L, Zhou F. Dynamic analysis of non-classically damped systems with linear behaviour using load-dependent Ritz vectors. International Journal of Structure Stability and Dynamics. 2019; 19: 1950022.
112. Zuo H, Bi K, Hao H, Mitigation of tower and out-of-plane blade vibrations of offshore monopile wind turbine by using multiple tuned mass dampers. Structure and Infrastructure Engineering 2019; 15(2): 269-284.
113. 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 2019; 23(3): 404-421.
114. Ma R, Bi K, Hao H. Mitigation of heave response of semi-submersible platform (SSP) using tuned heave plate inerter (THPI). Engineering Structures 2018; 177: 357-373.
115. 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.
116. Li, C., H. N. Li, H. Hao, K. Bi. Simulation of spatially varying seafloor motions using onshore earthquake recordings. ASCE Journal of Engineering Mechanics 2018; 144: 04018085.
117. 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.
118. 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.
119. 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; 14: 1455-169.
120. 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.
121. Zuo H, Bi K, Hao H. Dynamic analyses of operating offshore wind turbines including soil-structure interaction. Engineering Structures 2018; 157: 42-62.
122. Bi K, Hao H, Chen W. Effectiveness of using RFHDS connected PIP system for subsea pipeline vibration control. International Journal of Structural Stability and Dynamics 2018; 18(8): 1840005.
123. Lucey AW, Chen W, Hao H, Bi K. Structural response of modular buildings-an overview. Journal of Building Engineering 2018; 16: 45-56.
124. Li C, Hao H, Zhang X, Bi K. Experimental study of precast segmental columns with unbonded tendons under cyclic loading. Advances in Structural Engineering 2018; 21(3): 319-334.
125. Li C, Li H, Hao H, Bi K, Tian L. Simulation of multi-support depth-varying earthquake ground motions within heterogeneous onshore and offshore sites, Earthquake Engineering and Engineering Vibration, 2018; 17:475-490.
126. 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.
127. 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.
128. 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.
129. 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.
130. 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.
131. 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.
132. 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.
133. 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.
134. 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.
135. 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.
136. 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.
137. 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.
138. Bi K, Hao H. Using pipe-in-pipe systems for subsea pipeline vibration control. Engineering Structures 2016; 109: 75-84.
139. 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.
140. 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.
141. Sun Z, Wang D, Bi K, Si B. Experimental and numerical investigations on the seismic behaviour of bridge piers with vertical unbounded prestressing strands. Bulletin of Earthquake Engineering 2016; 14: 501-527.
142. 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.
143. Li C, Hao H, Li HN, Bi K. Theoretical modelling and numerical simulation of seismic motions at seafloor. Soil Dynamics and Earthquake Engineering 2015; 77: 220-225.
144. Bi K, Hao H. Modelling of shear keys in bridge structures under seismic loads. Soil Dynamics and Earthquake Engineering 2015; 74: 56-68.
145. 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.
146. 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.
147. 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.
148. 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.
149. Shrestha B, Hao H, Bi K. Effectiveness of using rubber bumper and restrainer on mitigating pounding and unseating damage of bridge structures subjected to spatially varying ground motions. Engineering Structures 2014; 79: 195-210.
150. Bi K, Hao H. Numerical simulation of pounding damage of bridge structures to spatially varying ground motions. Engineering Structures2013; 46: 62-76.
151. 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.
152. Li B, Bi K, Chouw N, Butterworth JW, Hao H. Effect of abutment excitation on bridge pounding. Engineering Structures 2013; 54: 57-68.
153. 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; 7:1350019.
154. 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.
155. 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.
156. Bi K, Hao H. Modelling and simulation of spatially varying earthquake ground motions at a canyon site with multiple of soil layers. Probabilistic Engineering Mechanics 2012; 29: 92-104.
157. 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.
158. Bi K, Hao H, Chouw N. Influence 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
159. 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.
160. 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.
161. 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.
162. 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.
163. 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.