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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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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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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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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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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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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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Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges

Engineering structures, 2010, Vol.32 (1), p.21-31

2010

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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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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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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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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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Methodologies for predicting natural frequency variation of a suspension bridge

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

2014

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Constructing input to neural networks for modeling temperature-caused modal variability: Mean temperatures, effective temperatures, and principal components of temperatures

Engineering structures, 2010-06, Vol.32 (6), p.1747-1759

2010

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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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A novel deployable tied arch bridge

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

2014

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Fatigue analysis of long-span suspension bridges under multiple loading: Case study

Engineering structures, 2011-12, Vol.33 (12), p.3246-3256

2011

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Performance of cable-stayed bridge pylons subjected to blast loading

Engineering structures, 2011-04, Vol.33 (4), p.1133-1148

2011

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Forward Algorithm for the construction control of cable-stayed bridges built on temporary supports

Engineering structures, 2012-07, Vol.40, p.119-130

2012

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

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

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

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

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

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

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

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

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

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

Development of dynamic impact factor for performance evaluation of existing multi-girder concrete bridges

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

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

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

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

System identification of suspension bridge from ambient vibration response

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

Methodologies for predicting natural frequency variation of a suspension bridge

Constructing input to neural networks for modeling temperature-caused modal variability: Mean temperatures, effective temperatures, and principal components of temperatures

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

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

A novel deployable tied arch bridge

Fatigue analysis of long-span suspension bridges under multiple loading: Case study

Performance of cable-stayed bridge pylons subjected to blast loading

Forward Algorithm for the construction control of cable-stayed bridges built on temporary supports

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