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Numerical simulation of a cable-stayed bridge response to blast loads, Part I: Model development and response calculations

Engineering structures, 2010-10, Vol.32 (10), p.3180-3192

2010

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Wind-induced pressures around a sectional twin-deck bridge model: Effects of gap-width on the aerodynamic forces and vortex shedding mechanisms

Journal of wind engineering and industrial aerodynamics, 2012-11, Vol.110, p.50-61

2012

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Determination of optimum post-tensioning cable forces of cable-stayed bridges

Engineering structures, 2012-11, Vol.44, p.248-259

2012

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Ambient vibration re-testing and operational modal analysis of the Humber Bridge

Engineering structures, 2010-08, Vol.32 (8), p.2003-2018

2010

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Operational modal testing and FE model tuning of a cable-stayed bridge

Engineering structures, 2011-06, Vol.33 (6), p.2063-2073

2011

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Identification of dynamic displacements and modal frequencies of a medium-span suspension bridge using multimode GNSS processing

Engineering structures, 2014-12, Vol.81, p.432-443

2014

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Dynamics of wind–rail vehicle–bridge systems

Journal of wind engineering and industrial aerodynamics, 2005-06, Vol.93 (6), p.483-507

2005

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New strategy of substructure method to model long-span hybrid cable-stayed bridges under vehicle-induced vibration

Engineering structures, 2012, Vol.34, p.421-435

2012

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Use of response surface metamodels to generate system level fragilities for existing curved steel bridges

Engineering structures, 2013-07, Vol.52, p.642-653

2013

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Serviceability limit state of vibrations in under-deck cable-stayed bridges accounting for vehicle-structure interaction

Engineering structures, 2014-03, Vol.61, p.61-72

2014

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Investigation of vortex-induced vibration of a suspension bridge with two separated steel box girders based on field measurements

Engineering structures, 2011-06, Vol.33 (6), p.1894-1907

2011

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Ambient and free vibration tests of the Millau Viaduct: Evaluation of alternative processing strategies

Engineering structures, 2012-12, Vol.45, p.372-384

2012

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Numerical and experimental dynamic analysis and control of a cable stayed bridge under parametric excitation

Engineering structures, 2012-12, Vol.45, p.244-256

2012

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Fiber Bragg grating sensors for structural health monitoring of Tsing Ma bridge: Background and experimental observation

Engineering structures, 2006-04, Vol.28 (5), p.648-659

2006

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Optimization of stay cables in cable-stayed bridges using finite element, genetic algorithm, and B-spline combined technique

Engineering structures, 2013-04, Vol.49, p.643-654

Hassan, M.M.

2013

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Evaluation of FRP and hybrid FRP cables for super long-span cable-stayed bridges

Composite structures, 2010-09, Vol.92 (10), p.2582-2590

2010

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Analysis of a bridge failure due to fire using computational fluid dynamics and finite element models

Engineering structures, 2014-06, Vol.68, p.96-110

2014

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Understanding Calatrava’s bridges: A conceptual approach to the ‘La Devesa-type’ footbridges

Engineering structures, 2013-11, Vol.56, p.2083-2097

Jorquera-Lucerga, Juan José

2013

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Modeling hysteretic nonlinear behavior of bridge aerodynamics via cellular automata nested neural network

Journal of wind engineering and industrial aerodynamics, 2011-04, Vol.99 (4), p.378-388

2011

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System identification of suspension bridge from ambient vibration response

Engineering structures, 2008-02, Vol.30 (2), p.462-477

2008

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Mitigation of post-flutter oscillations in suspension bridges by hysteretic tuned mass dampers

Engineering structures, 2014-06, Vol.69, p.62-71

2014

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Numerical simulation of a cable-stayed bridge response to blast loads, Part II: Damage prediction and FRP strengthening

Engineering structures, 2010-10, Vol.32 (10), p.3193-3205

2010

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Use of Shape Memory Alloys damper device to mitigate vibration amplitudes of bridge cables

Engineering structures, 2013-11, Vol.56, p.1547-1556

2013

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Methodologies for predicting natural frequency variation of a suspension bridge

Engineering structures, 2014-12, Vol.80, p.211-221

2014

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A novel deployable tied arch bridge

Engineering structures, 2014-07, Vol.70, p.1-10

2014

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