| 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 | 75 | 2012 |
| Characteristic vertical response of a footbridge due to crowd loading CC Caprani, J Keogh, P Archbold, P Fanning Dublin Institute of Technology, 2011 | 58 | 2011 |
| A parametric study of pedestrian vertical force models for dynamic analysis of footbridges P Archbold, J Keogh, CC Caprani, P Fanning Dublin Institute of Technology, 2011 | 29 | 2011 |
| Characteristics of pedestrian crowd flow demand for vibration serviceability of footbridges J Keogh, R Duignan, CC Caprani Bridge Maintenance, Safety, Management and Life Extension, 370, 2014 | 5 | 2014 |
| The Response of a Footbridge to Pedestrians Carrying Additional Mass D O'Sullivan, C Caprani, J Keogh Dublin Institute of Technology, 2012 | 5 | 2012 |
| Estimating the characteristic vertical response of a flexible footbridge due to crowd loading J Keogh, CC Caprani, P Archbold, P Fanning Dublin Institute of Technology, 2010 | 3 | 2010 |
| Reliability Analysis of Footbridge Serviceability Considering Crowd Loading J Keogh, CC Caprani, P Archbold, P Fanning Dublin Institute of Technology, 2012 | 1 | 2012 |
| Vertical Response of a Footbridge Subjected to Stocastic Crowd Loading J Keogh Dublin Institute of Technology, 2012 | | 2012 |
| The Effect of Clusters within Crowds of Pedestrians on the Vertical Response of a Flexible Footbridge J Keogh, CC Caprani, P Archbold, P Fanning Dublin Institute of Technology, 2012 | | 2012 |
Colin C. CapraniAssociate Professor, Monash UnviersityVerified email at monash.edu
