| Formulation of human–structure interaction system models for vertical vibration CC Caprani, E Ahmadi Journal of Sound and Vibration 377, 346-367, 2016 | 157 | 2016 |
| A review of probabilistic methods of assessment of load effects in bridges EJ OBrien, F Schmidt, D Hajializadeh, XY Zhou, B Enright, CC Caprani, ... Structural safety 53, 44-56, 2015 | 146 | 2015 |
| Characteristic traffic load effects from a mixture of loading events on short to medium span bridges CC Caprani, EJ OBrien, GJ McLachlan Structural safety 30 (5), 394-404, 2008 | 136 | 2008 |
| Seismic damage evaluation of high-speed railway bridge components under different intensities of earthquake excitations X Kang, L Jiang, Y Bai, CC Caprani Engineering Structures 152, 116-128, 2017 | 86 | 2017 |
| Probalistic analysis of highway bridge traffic loading CC Caprani Technological University Dublin, 2005 | 84 | 2005 |
| Enhancement factors for the vertical response of footbridges subjected to stochastic crowd loading CC Caprani, J Keogh, P Archbold, P Fanning Computers & structures 102, 87-96, 2012 | 81 | 2012 |
| Determination of bridge lifetime dynamic amplification factor using finite element analysis of critical loading scenarios A González, P Rattigan, EJ OBrien, C Caprani Engineering structures 30 (9), 2330-2337, 2008 | 78 | 2008 |
| Long-span bridge traffic loading based on multi-lane traffic micro-simulation CC Caprani, EJ OBrien, A Lipari Engineering Structures 115, 207-219, 2016 | 72 | 2016 |
| Headway modelling for traffic load assessment of short to medium span bridges EJ O'Brien, CC Caprani Institution of Structural Engineers, 2005 | 71 | 2005 |
| Application of the pseudo-excitation method to assessment of walking variability on footbridge vibration CC Caprani Computers & Structures 132, 43-54, 2014 | 67 | 2014 |
| Characteristic vertical response of a footbridge due to crowd loading CC Caprani, J Keogh, P Archbold, P Fanning Technological University Dublin, 2011 | 67 | 2011 |
| Lifetime highway bridge traffic load effect from a combination of traffic states allowing for dynamic amplification CC Caprani Journal of Bridge Engineering 18 (9), 901-909, 2013 | 55 | 2013 |
| Calibration of a congestion load model for highway bridges using traffic microsimulation CC Caprani Structural Engineering International 22 (3), 342-348, 2012 | 54 | 2012 |
| Composite actions within steel-FRP composite beam systems with novel blind bolt shear connections S Satasivam, P Feng, Y Bai, C Caprani Engineering structures 138, 63-73, 2017 | 53 | 2017 |
| Vertical ground reaction forces on rigid and vibrating surfaces for vibration serviceability assessment of structures E Ahmadi, C Caprani, S Živanović, A Heidarpour Engineering Structures 172, 723-738, 2018 | 52 | 2018 |
| Micro-simulation of single-lane traffic to identify critical loading conditions for long-span bridges EJ OBrien, A Lipari, CC Caprani Engineering Structures 94, 137-148, 2015 | 50 | 2015 |
| The use of predictive likelihood to estimate the distribution of extreme bridge traffic load effect CC Caprani, EJ OBrien Structural safety 32 (2), 138-144, 2010 | 49 | 2010 |
| Microsimulation evaluation of Eurocode load model for American long-span bridges B Enright, C Carey, CC Caprani Journal of Bridge Engineering 18 (12), 1252-1260, 2013 | 47 | 2013 |
| A framework for quantification of human-structure interaction in vertical direction E Ahmadi, C Caprani, S Živanović, N Evans, A Heidarpour Journal of Sound and Vibration 432, 351-372, 2018 | 44 | 2018 |
| A site-specific traffic load model for long-span multi-pylon cable-stayed bridges X Ruan, J Zhou, X Shi, CC Caprani Bridge Design, Assessment and Monitoring, 78-88, 2018 | 42 | 2018 |
Eugene J. OBrienProfessor of Civil Engineering, University College Dublinrod.ie의 이메일 확인됨