ResearcherPage View Count

Geo Map
Region#
AS - Asia15074
NA - North America9993
EU - Europe6770
AF - Africa1869
OC - Oceania890
HKU - The University of Hong Kong294
SA - South America105
UND - Undefined419
Total35414
Country#
US - United States9902
CN - China7391
GB - United Kingdom2607
IE - Ireland2265
SG - Singapore2248
HK - Hong Kong2047
KR - Republic of Korea1499
ZA - South Africa1302
JP - Japan1163
NL - Netherlands901
OTH - Others4089
Total35414
City#
Ashburn3312
Dublin2262
Singapore2223
Beijing1726
Johannesburg1294
Los Angeles1092
Amsterdam856
Sydney804
Central766
London755
Others20324
Total35414
Structural damage detection based on a micro-genetic algorithm using incomplete and noisy modal test data190
Thermal creep and relaxation of prestressing steel81
3-D vibration analysis of skew thick plates using Chebyshev-Ritz method140
3D vibration analysis of solid and hollow circular cylinders via Chebyshev-Ritz method180
Estimation of shrinkage effects on reinforced concrete podiums501
Time-dependent effects on dynamic properties of cable-stayed bridges117
Higher-order mixed method for time integration in dynamic structural analysis134
Parameter identification of vehicles moving on continuous bridges192
Partially prestressed concrete118
Damage detection of bridges using response of vehicle considering road surface roughness124
Numerical and Experimental Investigation of Thin-Walled Structures, (Keynote Paper)139
Dynamic response of plates due to moving vehicles using finite strip method130
Numerical Study of Flange-Web Junction of Prestressed Concrete Bridge with Corrugated Steel Webs101
Bond performance of grouted tendons at elevated temperatures28
Serviceability performance of prestressed concrete buildings taking into account long-term behaviour and construction sequence112
Flexural ductility of prestressed concrete beams with unbonded tendons153
Spline finite strip method in the study of plates and shells with special reference to bridges345
Rail-bridge coupling element of unequal lengths for analysing train-track-bridge interaction systems206
Early age temperature rise and thermal stresses induced in concrete bridge pier214
Ductility analysis of prestressed concrete beams with unbonded tendons249
Theoretical study on effect of confinement on flexural ductility of normal and high-strength concrete beams143
Free vibration and stability analysis of shells by the isoparametric spline finite strip method145
Design of high-strength concrete beams subjected to small axial loads134
Nonlinear dynamic analysis of frames based on semi-rigid technique127
Finite element formulae for internal forces of Bernoulli-Euler beams under moving vehicles66
Three-dimensional free vibration of thick circular plates on Pasternak foundation193
Failure analysis of four-point-supported glass panels subjected to blast loading48
Fire behavior of two-way post-tensioned concrete slabs provided with bonded tendons: an experimental study44
Dynamic analysis of continuous plane trusses with equidistant supports176
Design thermal loading for composite bridges in tropical region135
Bridge identification and damage detection using contact point response difference of moving vehicle21
Design Issues of Prestressed Concrete Bridges with Corrugated Steel Webs49
Ultimate stress in external tendons: proposed method and testing verification108
Prestressed concrete bridges with corrugated steel webs: Nonlinear analysis and experimental investigation215
Proceedings of the 7th International Conference on Tall Buildings, 29-30 October 2009, Hong Kong, China72
Nonlinear dynamic analysis of frames with arbitrary plastic hinges111
Flexural ductility of reinforced and prestressed concrete sections with corrugated steel webs89
An Initial Review of Design Thermal Loading for Bridges in Hong Kong89
Selection of Earthquake Ground Motion Accelerograms for Structural Design in Hong Kong32
A general finite strip for the static and dynamic analyses of folded plates209
Flexural Vibration of Prestressed Concrete Bridges with Corrugated Steel Webs115
Two-dimensional nonlinear finite element analysis of monotonically and non-reversed cyclically loaded RC beams203
Experimental and numerical study of full-range behaviour of partially prestressed concrete beams with external tendons, published in CDROM96
An efficient method for time-dependent analysis of composite beams115
Effect of axial load on flexural behaviour of cyclically loaded RC columns184
Simulation of vibrations of Ting Kau Bridge due to vehicular loading from measurements169
Complete nonlinear response of reinforced concrete beams under cyclic loading197
Free vibration analysis of cable-stayed bridges by dynamic stiffness method87
Moving force identification for multi-span bridges by using acceleration measurements171
Numerical simulation of pedestrian level wind environment around tall buildings94
Improved hanger design for robustness of through-arch bridges74
Numerical analysis of in-situ stitches in prestressed concrete segmental bridges132
Mechanical properties of prestressing steel at elevated temperature and after cooling38
Spline finite elements for beam and plate123
The use of computational methods and testing of models and prototypes for improved understanding of structural behaviour of bridges112
Experimental study of two-way post-tensioned flat slabs in fire111
Shrinkage analysis of reinforced concrete floors using shrinkage-adjusted elasticity modulus201
Time-dependent analysis of frames taking into account creep, shrinkage and cable relaxation165
Semi-active control of ship mast vibrations using magneto-rheological dampers155
Experimental investigation of post-tensioned concrete bridge beams exposed to hydrocarbon fire80
Vibration analysis of bridges under moving vehicles and trains99
Numerical modelling of prestresssing steel tendons under fire and post-fire conditions58
Behaviour of in-situ concrete stitches in segmental prestressed concrete bridges111
Ultimate stress in external tendons: Comments on the existing typical methods120
Experimental study of beam-column joints constructed with high-strength concrete for Hong Kong practice106
Identifying mode shapes of girder bridges using dynamic responses extracted from a moving vehicle under impact excitation154
Wind-induced vibration analysis of the Hong Kong Ting Kau Bridge145
Damage Detection of Bridge from Response of a Passing Vehicle Based on Wavelet Transform Considering Surface Roughness52
Diagonally-reinforced beam–column joints reinforced under cyclic loading146
Analysis of dynamic load of vehicle bumping at bridge-head using distributed spring-damper element (in Chinese)82
Effects of confinement on flexural strength and ductility design of HS concrete beams132
Modeling of stay cables and its effect on free vibration analysis of cable-stayed bridges88
Structural safety of prestressed concrete girder designed to the new Chinese Bridge Code152
Moment of inertia of cracked sections and deflections for UPPC beams114
Vibration of vehicle on compressed rail on viscoelastic foundation182
Behaviour of continuous prestressed concrete beams with external tendons72
Measures to alleviate shrinkage problems in large reinforced concrete podium structures112
Complete moment-curvature relationship of reinforced normal- and high-strength concrete beams experiencing complex load history140
Isoparametric spline finite strip for degenerate shells110
Comparison of the Chinese code, Hong Kong code and AASHTO LRFD code in the design of prestressed concrete bridge girders202
Experimental study and proposed improvement on reinforced concrete beam-column joints of Hong Kong practice104
Effects of strain hardening of steel reinforcement on flexural strength and ductility of concrete beams188
Shear wall analysis by Co continuous finite strip method87
Shrinkage of Hong Kong granite aggregate concrete255
A Localized Fire Model for Predicting the Surface Temperature of Box Girder Bridges Subjected to Tanker Truck Fire25
Impact study of cable-stayed railway bridges with random rail irregularities216
Stability analysis of plates and shells by isoparametric spline finite strip method140
An efficient Monte Carlo simulation approach for dynamic reliability analysis of complex stochastic structural systems103
Vibration of multi-span non-uniform bridges under moving vehicles and trains by using modified beam vibration functions198
Effects of thermal creep of prestressing steel on post-tensioned concrete slabs in and after fire54
Ductility of Partially Prestressed Concrete Structures with External Tendons142
A general finite strip for the analysis of folded plates113
Application of isoparametric spline finite strip to bridge analysis100
Complete nonlinear behaviour of normal- and high-strength concrete beams under cyclic loading110
Full-range and long-term behaviour of prestressed concrete bridges with corrugated steel webs55
Rehabilitation of RC Beam-Column Joints Using GFRP Sheets (Full manuscript published in CD-ROM)99
Effect of baseline calibration on assessment of long-term performance of cable-stayed bridges87
Flexural strength and ductility of reinforced and partially prestressed concrete sections with corrugated steel web(s)107
Response of concrete beams partially prestressed with external unbonded carbon fiber-reinforced polymer tendons187
Identification of bridge surface roughness profile using drive-by technique152
Time-dependent behaviour of reinforced concrete multi-storey building frames due to shrinkage153
Construction control of reinforced concrete arch bridges150
A double-pass method for bridge assessment considering surface roughness using normalized contact point responses42
Experimental construction of mode shapes of a simply supported bridge by using dynamic responses extracted from a moving vehicle under impact excitation93
Structural damage identification based on a genetic algorithm using two-level search strategy115
Numerical simulation of prestressed concrete bridges exposed to potential bushfire78
Precise integration method without inverse matrix calculation for structural dynamic equations201
Interaction of plastic hinges in prestressed concrete bridges with corrugated steel webs123
Assessment and improvement of precise time step integration method119
Posttensioned Concrete Bridge Beams Exposed to Hydrocarbon Fire20
Effects of long-term time-dependent behaviour on dynamic properties of cable-stayed bridges114
Nonlinear dynamic analysis of frames with plastic hinges at arbitrary locations146
Seismic performance of precast segmental bridge columns with resettable sliding joints: feasibility study59
Damage detection of girder bridges from dynamic response of a moving vehicle92
Dynamic investigation of concrete bridges taking into account time-dependent effects144
Riding comfort of a double-deck long-span bridge under both road vehicles and monorail trains133
Finite element analysis of in-situ stitches in precast concrete segmental bridges66
Constructing mode shapes of a girder bridge using responses of a moving vehicle under impact excitation76
Feasibility of output-only damage detection method using response of a vehicle moving on a bridge86
Effect of built-in edges on 3-D vibrational characteristics of thick circular plates115
Dynamic Response of Cable-Stayed Bridges under Railway Traffic255
Performance of in situ stitches in precast concrete segmental bridges260
Multi-scale finite element model updating for long-span cable-stayed bridges37
Collapse mechanism and robustness of precast segmental bridges40
Time-dependent fatigue reliability assessment of Ting Kau Bridge based on weigh-in-motion data35
Precise integration methods based on the Chebyshev polynomial of the first kind176
Temperature Loading on Steel Bridge Decks85
Analysis of deep beams and shear walls by finite strip method with C0 continuous displacement functions118
Mechanical properties of prestressing steel in and after fire125
Effects of random road surface roughness and long-term deflection of prestressed concrete girder and cable-stayed bridges on impact due to moving vehicles252
Damage detection based on mode shapes of a girder bridge constructed from responses of a moving vehicle under impact excitation94
Precast concrete segmental bridge piers under ship impact142
New Details of HSC Beam-Column Joints for Regions of Low to Moderate Seismicity84
Service load analysis of unbonded partially prestressed concrete members186
Extreme thermal loading on steel bridges in tropical region150
A semi-analytical method for bending, buckling, and free vibration analyses of sandwich panels with square-honeycomb cores224
Vibration of multi-span non-uniform beams under moving loads by using modified beam vibration functions143
High performance concrete buildings for the new millenium129
Comparison of prestressed concrete bridge girders designed by three different codes140
Free vibration analysis of curved bridges by isoparametric spline finite strip method121
Geometric and material nonlinear analysis of prestressed concrete bridges with corrugated steel web(s)96
Some Aspects of the Development of Structural Engineering and Computational Mechanics in Mainland China and Hong Kong111
A Unified Dimensionless Parameter for Finite Element Mesh for Beams Resting on Elastic Foundation40
Vibration of railway bridges under a moving train by using bridge-track-vehicle element217
Experimental research on seismic performance of high-strength concrete beam-column joints with new reinforcement details124
Three-dimensional vibration analysis of a torus with circular cross section220
Fracture Mechanics of Concrete Materials and Structures37
Fire-resistance analysis of unbonded post-tensioned concrete simply-supported sabs58
Flexural ductility and deformability of reinforced and prestressed concrete sections149
Modong Hongshui River Bridge, China162
Iterative reference-driven S-transform time-varying parameter identification for bridges under moving vehicle50
Designing coupling beams and joints in concrete buildings for improved earthquake resistance123
Design thermal loading for steel bridges in Hong Kong331
Development and calibration of finite element models for structural health monitoring of Ting Kau Bridge, Invited Lecture150
Prediction of ultimate stress in unbonded prestressed tendons246
Calibration of Initial Cable Forces in Cable-Stayed Bridge based on Kriging Approach111
Robust design of structures using convex models227
Effects of track irregularities on environmental vibration caused by underground railway96
Time-dependent analysis of concrete bridges with creep, shrinkage and cable relaxation128
Deterministic and reliability analysis of prestressed concrete bridge girders: Comparison of the Chinese, Hong Kong and AASHTO LRFD Codes128
Effect of dynamic impact at modular bridge expansion joints on bridge design109
Deflection of unbonded partially prestressed concrete continuous beams100
Flexural ductility design of high-strength concrete columns67
A Tale of Two Classes: Language Issues in Teaching Civil Engineering150
Vibration of cable-stayed bridges under railway loading (keynote paper)124
Capturing the long-term dynamic properties of concrete cable-stayed bridges64
Hydration temperature rise and thermal stresses induced in segment-on-pier of prestressed concrete box girder bridge53
Sound radiation from forced vibration of rectangular orthotropic plates under moving loads199
Full-range and long-term behaviour of prestressed concrete bridges with corrugated steel webs117
Bridge surface roughness detection based on double-vehicle-double-pass technique70
Three-dimensional vibration analysis of thick rectangular plates using Chebyshev polynomial and Ritz method221
Precast segmental bridge columns with resettable sliding joints —— An inspiration from ancient Chinese pagodas20
Shear behaviour of in-situ concrete stitches of precast concrete segmental bridges190
Ambient vibration measurements and finite element modelling for the Hong Kong Ting Kau Bridge277
Temperature effect on cable frequencies and evaluation of cable corrosion66
Fatigue reliability assessment considering traffic flow variation based on weigh-in-motion data215
Design and Assessment of Bridges in Regions of Low to Moderate Seismicity: The Hong Kong Context215
Long-term dynamic properties of cable-stayed bridges28
Assessment and improvement of precise time step integration method113
Mechanical behaviour of sustainable concrete with waste ceramic aggregate replacement19
Finite strip analysis of right box girder bridges using computed shape functions119
On the precise integration methods based on Padé approximations126
Highway bridge widening: structural considerations and research needs135
Estimation of ultimate stress in external FRP tendons206
Establishing traffic vibration limits for curing concrete stitches in bridge widening projects108
Accounting for steel relaxation in prestressed concrete by finite element packages147
Numerical simulation of unbonded post-tensioned concrete slabs under fire108
A universal perturbation technique for reanalysis of gyroscopic systems with internal and external damping197
Seismic performance of precast segmental bridge columns with resettable sliding joints: friction at interface74
Full-range analysis of multi-span prestressed concrete segmental bridges138
Behaviour of partially prestressed beams with external tendons www.concrete-research.com118
The Effect of Additional Diagonal Bars on the Bond Mechanism of a Beam-Column Joint (in Chinese)108
Review of design thermal loading for steel bridges in Hong Kong153
Dynamic tests on a deck module of Tsing Ma Bridge114
Minimizing shrinkage cracks in concrete structures for better serviceability and durability85
Mechanical properties of concrete utilising waste ceramic as coarse aggregate62
Vibration analysis of bridges under moving vehicles and trains : an overview135
Non-linear analysis and moment redistribution of prestressed concrete members81
Vibration Analysis of a Slab Bridge under Moving Vehicles using the Plate-Vehicle Strip93
Efficient single-step time-dependent analysis of PC structures61
Identification of plastic deformations and parameters of nonlinear single-bay frames92
Effects of Long-term Deflection of Concrete Bridges on Impact due to Moving Vehicles97
Effect of confinement on flexural ductility design of concrete beams152
Three-dimensional vibration analysis of rectangular thick plates on Pasternak foundation142
Finite element model updating of long-span cable-stayed bridge by Kriging surrogate model119
A Study of Temperature Measurement in Long Span Steel Bridge128
Vibration of bridges under moving vehicles by structural impedance method (SIM) and finite strip method (FSM)135
Behaviour of interior beam-column joints reinforced with diagonal steel for moderate seismicity level116
Vibrational and dynamic analysis of C60 and C30 fullerenes using FEM134
System identification of nonlinear portals in time domain89
Identification of vehicles moving on continuous bridges with rough surface195
Dynamic analysis of frames with material and geometric nonlinearities based on the semirigid technique181
An extended sandwich theory for prestressed concrete bridges with corrugated steel web(s)103
Acceleration of Levenberg-Marquardt Training of Neural Networks with Variable Decay Rate119
Effects of thermal creep of prestressed steel on post-tensioned concrete slabs in and after fire94
3-D vibration analysis of generalized super elliptical plates using Chebyshev-Ritz method151
Ambient Vibration Study and Model Update for Hong Kong Ting Kau Bridge135
Creep and shrinkage analysis of reinforced concrete frames by history-adjusted and shrinkage-adjusted elasticity moduli273
Deformability of concrete beams with unbonded FRP tendons209
Nonlinear finite element analysis of beams with the combination of steel and FRP bars138
Determination of initial cable forces in prestressed concrete cable-stayed bridges for given design deck profiles using the force equilibrium method178
Temperature distribution in steel bridges124
Deformability for prestressed concrete member with unbonded FRP tendons81
Finite strip method for the free vibration and buckling analysis of plates with abrupt changes in thickness and complex support conditions131
Finite Strip Analysis of Shear Walls and Thin Plates with Abrupt Changes of Thickness by Using Modified Beam Vibration Modes83
Damage Detection of a Bridge from Response of a Moving Vehicle34
Optimal and robust design of docking blocks with uncertainty172
Dynamic performance of double-deck bridges under road vehicles and monorail trains140
Long-Term Behavior of Prestressed Concrete Bridges with Corrugated Steel Webs159
Three-dimensional vibration analysis of thick plates on Winkler foundation109
Long-term dynamic performance of concrete bridges under moving loads100
Experimental and numerical investigation of post-tensioned concrete flat slabs in fire85
Impact of the Latest Revision of Structures Design Manual for Highways and Railways on Bridge Design201
Analysis of in-situ stitches in precast concrete segmental bridges83
Three-dimensional vibration analysis of circular and annular plates via the Chebyshev - Ritz method129
Impact study of cable-stayed bridge under railway traffic using various models232
On the separation between moving vehicles and bridge128
Gibbs-phenomenon-free Fourier series for vibration and stability of complex beams135
A minimum ductility design method for non-rectangular high-strength concrete beams151
Bridge Surface Roughness Identification Based on Vehicle–Bridge Interaction70
Vibration analysis of rectangular Mindlin plates with internal line supports using static Timoshenko beam functions223
Identification of masses moving on multi-span beams based on a genetic algorithm128
Ductility and deformability of partially prestressed concrete beams with unbonded tendons116
Statistical damage detection based on frequencies of sensitivity-enhanced structures185
Damage Detection of a Continuous Bridge from Response of a Moving Vehicle54
Three-dimensional vibration analysis of prisms with isosceles triangular cross-section209
Three-dimensional vibration analysis of rectangular plates with mixed boundary conditions112
On-line geometric constraint accommodation for adaptive constrained mesh generation90
Temperature monitoring of steel bridges119
Extraction of bridge information based on the double-pass double-vehicle technique30
Single-step method for long-term analysis of steel-concrete composite beams, Invited Paper (in Chinese)32
New developments of erection control for prestressed concrete cable-stayed bridges92
Identification of vehicles moving on beams based on a genetic algorithm105
Numerical modelling for temperature distribution in steel bridges220
Improving flexural ductility of high-strength concrete beams129
Accurate time-dependent analysis of concrete bridges considering concrete creep, concrete shrinkage and cable relaxation221
Static and free vibration analysis of variable-depth bridges of arbitrary alignments using the isoparametric spline finite strip method127
Finite element analysis of the thermal interaction of continuously welded rails with simply supported bridges considering nonlinear stiffness27
Flexural ductility design of high-strength concrete beams142
Flexural strength-ductility performance of flanged beam sections cast of high-strength concrete199
Using an instrumented vehicle to estimate surface roughness of a bridge110
Effects of transient creep strain on post-tensioned concrete slabs in fire123
Prestressed Concrete Girder Bridges with Corrugated Steel Webs: A Review117
Effects of material strength on flexural ductility of reinforced concrete columns136
Precise integration methods based on Lagrange piecewise interpolation polynomials254
Experimental and numerical investigation of post-tensioned concrete flat slabs in fire82
Establishment of baseline models for long-span cable-stayed bridges92
Isoparametric spline finite strip for plane structures161
Vibration and stability of non-uniform beams with abrupt changes of cross-section by using C1 modified beam vibration functions129
Effects of strain hardening of reinforcement on flexural strength and ductility of reinforced concrete columns184
Resetting Response of Precast Segments with Gently Keyed Interface under Seismic Action24
On the determination of natural frequencies and mode shapes of cable-stayed bridges206
Ductility of symmetrically reinforced concrete columns138
Effect of small axial force on flexural ductility design of high-strength concrete beams80


TotJulAugSepOctNovDecJanFebMarAprMayJun
2017/20184029355273247411347647204206473293320253
2018/201961835292154202186824633396183606461005688
2019/202067436826431984863044408998871294306310294
2020/2021142243640425910944062295417258140219109195310
2021/20223972862209180912405752131189834813836
2022/20232631267661000000000
Ever35414