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Verification of joint input-state estimation for force identification by means of in situ measurements on a footbridge

Mechanical systems and signal processing, 2016-06, Vol.75, p.245-260

2016

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Pedestrian-Induced Vibrations of Footbridges: An Extended Spectral Approach

Journal of bridge engineering, 2020-08, Vol.25 (8)

2020

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Crowd-induced loading on footbridges: reliability of an Equivalent Spectral Model

Journal of physics. Conference series, 2024-06, Vol.2647 (12), p.122006

2024

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The impact of vertical human-structure interaction on the response of footbridges to pedestrian excitation

Journal of sound and vibration, 2017-08, Vol.402, p.104-121

2017

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Human-structure interaction effects on the maximum dynamic response based on an equivalent spectral model for pedestrian-induced loading

Journal of physics. Conference series, 2016-09, Vol.744 (1), p.12031

2016

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Vibration serviceability of footbridges: Evaluation of the current codes of practice

Engineering structures, 2014-02, Vol.59, p.448-461

2014

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Design of sensor networks for instantaneous inversion of modally reduced order models in structural dynamics

Mechanical systems and signal processing, 2015-02, Vol.52-53, p.628-644

2015

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Using Full-Scale Observations on Footbridges to Estimate the Parameters Governing Human–Structure Interaction

Journal of bridge engineering, 2023-01, Vol.28 (1)

2023

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Characterisation of walking loads by 3D inertial motion tracking

Journal of sound and vibration, 2014-09, Vol.333 (20), p.5212-5226

2014

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Identification of a potent Xenopus mesoderm-inducing factor as a homologue of activin A

Nature (London), 1990-06, Vol.345 (6277), p.729-731

1990

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Model reduction for dynamical systems with quadratic output

International journal for numerical methods in engineering, 2012-07, Vol.91 (3), p.229-248

2012

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Validation of time-delayed recursive force identification in structural dynamics

Procedia engineering, 2017, Vol.199, p.2154-2159

2017

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Active human–structure interaction in vertical running-induced vibrations: An experimental study

Journal of sound and vibration, 2024-10, Vol.589, p.118588, Article 118588

2024

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Activin-like factor from a Xenopus laevis cell line responsible for mesoderm induction

Nature (London), 1990-06, Vol.345 (6277), p.732-734

1990

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Twin Rotor Damper for Human-Induced Vibrations of Footbridges

Journal of structural engineering (New York, N.Y.), 2020-07, Vol.146 (7)

2020

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A simplified method to account for vertical human-structure interaction

Structures (Oxford), 2021-08, Vol.32, p.2004-2019

2021

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Numerical and Experimental Evaluation of the Dynamic Performance of a Footbridge with Tuned Mass Dampers

Journal of bridge engineering, 2016-08, Vol.21 (8)

2016

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A mesoderm-inducing factor produced by WEHI-3 murine myelomonocytic leukemia cells is activin A

Development (Cambridge), 1990-10, Vol.110 (2), p.435-443

1990

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Cryopreservation of banana ( Musa spp.) meristem cultures after preculture on sucrose

Plant science (Limerick), 1996, Vol.121 (1), p.95-106

1996

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Experimental validation of crowd-induced loading on footbridges

Bridge Safety, Maintenance, Management, Life-Cycle, Resilience and Sustainability, 2022, p.682-689

1, 2022

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Dynamic running actions on footbridges: A pilot study on human-structure interaction

Bridge Safety, Maintenance, Management, Life-Cycle, Resilience and Sustainability, 2022, p.674-681

1, 2022

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Using full-scale observations to estimate the parameters governing human-structure interaction

Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges, 2018, p.721-727

1, 2018

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Vision-based methodology for characterizing the flow of a high-density crowd

Maintenance, Safety, Risk, Management and Life-Cycle Performance of Bridges, 2018, p.713-720

1, 2018

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Verification of joint input-state estimation by means of a full scale experiment on a footbridge

Life-Cycle of Engineering Systems, 2017, p.339-346

1, 2017

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Dynamic performance of a footbridge with tuned mass dampers exposed to pedestrian traffic

Insights and Innovations in Structural Engineering, Mechanics and Computation, 2016, p.163-169

1, 2016

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Verification of joint input-state estimation for force identification by means of in situ measurements on a footbridge

Pedestrian-Induced Vibrations of Footbridges: An Extended Spectral Approach

Crowd-induced loading on footbridges: reliability of an Equivalent Spectral Model

The impact of vertical human-structure interaction on the response of footbridges to pedestrian excitation

Human-structure interaction effects on the maximum dynamic response based on an equivalent spectral model for pedestrian-induced loading

Vibration serviceability of footbridges: Evaluation of the current codes of practice

Design of sensor networks for instantaneous inversion of modally reduced order models in structural dynamics

Using Full-Scale Observations on Footbridges to Estimate the Parameters Governing Human–Structure Interaction

Characterisation of walking loads by 3D inertial motion tracking

Identification of a potent Xenopus mesoderm-inducing factor as a homologue of activin A

Model reduction for dynamical systems with quadratic output

Validation of time-delayed recursive force identification in structural dynamics

Active human–structure interaction in vertical running-induced vibrations: An experimental study

Activin-like factor from a Xenopus laevis cell line responsible for mesoderm induction

Twin Rotor Damper for Human-Induced Vibrations of Footbridges

A simplified method to account for vertical human-structure interaction

Numerical and Experimental Evaluation of the Dynamic Performance of a Footbridge with Tuned Mass Dampers

A mesoderm-inducing factor produced by WEHI-3 murine myelomonocytic leukemia cells is activin A

Cryopreservation of banana ( Musa spp.) meristem cultures after preculture on sucrose

Experimental validation of crowd-induced loading on footbridges

Dynamic running actions on footbridges: A pilot study on human-structure interaction

Using full-scale observations to estimate the parameters governing human-structure interaction

Vision-based methodology for characterizing the flow of a high-density crowd

Verification of joint input-state estimation by means of a full scale experiment on a footbridge

Dynamic performance of a footbridge with tuned mass dampers exposed to pedestrian traffic

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