| Design of monopiles for offshore wind turbines in 10 steps L Arany, S Bhattacharya, J Macdonald, SJ Hogan Soil Dynamics and Earthquake Engineering 92, 126-152, 2017 | 399 | 2017 |
| Closed form solution of Eigen frequency of monopile supported offshore wind turbines in deeper waters incorporating stiffness of substructure and SSI L Arany, S Bhattacharya, JHG Macdonald, SJ Hogan Soil Dynamics and Earthquake Engineering 83, 18-32, 2016 | 285 | 2016 |
| Lateral excitation of bridges by balancing pedestrians JHG Macdonald Proceedings of the Royal Society A: Mathematical, Physical and Engineering …, 2009 | 228 | 2009 |
| A unified approach to aerodynamic damping and drag/lift instabilities, and its application to dry inclined cable galloping JHG Macdonald, GL Larose Journal of Fluids and Structures 22 (2), 229-252, 2006 | 175 | 2006 |
| Towards Civil Engineering 4.0: Concept, workflow and application of Digital Twins for existing infrastructure M Pregnolato, S Gunner, E Voyagaki, R De Risi, N Carhart, G Gavriel, ... Automation in Construction 141, 104421, 2022 | 162 | 2022 |
| Simplified critical mudline bending moment spectra of offshore wind turbine support structures L Arany, S Bhattacharya, J Macdonald, SJ Hogan Wind Energy 18 (12), 2171-2197, 2015 | 155 | 2015 |
| One-to-two global-local interaction in a cable-stayed beam observed through analytical, finite element and experimental models V Gattulli, M Lepidi, JHG Macdonald, CA Taylor International Journal of Non-Linear Mechanics 40 (4), 571-588, 2005 | 146 | 2005 |
| Variation of modal parameters of a cable-stayed bridge identified from ambient vibration measurements and FE modelling JHG Macdonald, WE Daniell Engineering Structures 27 (13), 1916-1930, 2005 | 145 | 2005 |
| Two-degree-of-freedom inclined cable galloping—Part 1: General formulation and solution for perfectly tuned system JHG Macdonald, GL Larose Journal of Wind Engineering and Industrial Aerodynamics 96 (3), 291-307, 2008 | 134 | 2008 |
| An analytical model to predict the natural frequency of offshore wind turbines on three-spring flexible foundations using two different beam models L Arany, S Bhattacharya, S Adhikari, SJ Hogan, JHG Macdonald Soil Dynamics and Earthquake Engineering 74, 40-45, 2015 | 133 | 2015 |
| Biomechanically inspired modeling of pedestrian-induced vertical self-excited forces M Bocian, JHG Macdonald, JF Burn Journal of Bridge Engineering 18 (12), 1336-1346, 2013 | 118 | 2013 |
| Pedestrian-induced vibrations of the Clifton Suspension Bridge, UK JHG Macdonald Proceedings of the Institution of Civil Engineers-Bridge Engineering 161 (2 …, 2008 | 101 | 2008 |
| Vortex-induced vibrations of the Second Severn Crossing cable-stayed bridge—full-scale and wind tunnel measurements JHG Macdonald, PA Irwin, MS Fletcher Proceedings of the Institution of Civil Engineers-Structures and Buildings …, 2002 | 97 | 2002 |
| Improved finite element modelling of a cable-stayed bridge through systematic manual tuning WE Daniell, JHG Macdonald Engineering Structures 29 (3), 358-371, 2007 | 93 | 2007 |
| Biomechanically inspired modelling of pedestrian-induced forces on laterally oscillating structures M Bocian, JHG Macdonald, JF Burn Journal of Sound and Vibration 331 (16), 3914-3929, 2012 | 92 | 2012 |
| Modal stability of inclined cables subjected to vertical support excitation A Gonzalez-Buelga, SA Neild, DJ Wagg, JHG Macdonald Journal of Sound and Vibration 318 (3), 565-579, 2008 | 80 | 2008 |
| DYNAMIC MEASUREMENTS OF THE SECOND SEVERN CROSSING. JHG Macdonald, EL Dagless, BT Thomas, CA Taylor Proceedings of the Institution of Civil Engineers-Transport 123 (4), 241-248, 1997 | 78 | 1997 |
| Two-degree-of-freedom inclined cable galloping—Part 2: Analysis and prevention for arbitrary frequency ratio JHG Macdonald, GL Larose Journal of wind Engineering and industrial Aerodynamics 96 (3), 308-326, 2008 | 77 | 2008 |
| Generalised modal stability of inclined cables subjected to support excitations JHG Macdonald, MS Dietz, SA Neild, A Gonzalez-Buelga, AJ Crewe, ... Journal of Sound and Vibration 329 (21), 4515-4533, 2010 | 75 | 2010 |
| Wind-induced response and excitation characteristics of an inclined cable model in the critical Reynolds number range JB Jakobsen, TL Andersen, JHG Macdonald, N Nikitas, GL Larose, ... Journal of Wind Engineering and Industrial Aerodynamics 110, 100-112, 2012 | 72 | 2012 |
