Colin Caprani

MONASH UNIVERSITY

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Articles (18)

Collaborators (3)

Jürgen Hackl

Assistant Professor

Princeton University

UNITED STATES

Bintian Lin

Assistant Professor

University of Warwick

UNITED KINGDOM

Marcel Haas

Assistant professor

Leiden University Medical Center

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Colin Caprani

Research Interests

Explore related searches

Contact this professor

Articles (18)

Collaborators (3)

Jürgen Hackl

Bintian Lin

Marcel Haas

Make your next move.

Colin Caprani

Research Interests

Explore related searches

Contact this professor

Articles (18)

On the upper bound of the distribution of bridge traffic loading

A novel load testing method for condition assessment of network-level highway bridges using moving artificial truck fleets in an open traffic environment

Integrating risk perceptions in a value of information framework using cumulative prospect theory

Arbitrary 3D multi-body road vehicle modeling for vehicle-infrastructure interaction

Evolution of modal properties in the non-proportionally damped coupled vehicle–bridge system

PySTRA: Python structural reliability analysis

Hierarchical Bayesian modeling of highway bridge network extreme traffic loading

Determination of load combination factors for code calibration

Dynamic amplification of multi-span simply-supported prestressed concrete girder viaducts subjected to multi-body heavy vehicles

Design, construction and performance of the Monash pultruded glass fibre-reinforced polymer footbridge

Bayesian Generative Modelling of Student Results in Course Networks

Promoting probability-based bridge assessment in engineering practice: an Australian case study

ospgrillage: A bridge deck grillage analysis preprocessor for OpenSeesPy

Evaluation of Inverted-Pendulum-with-Rigid-Legs Walking Locomotion Models for Civil Engineering Applications

Value of strain-based structural health monitoring as decision support for heavy load access to bridges

Reliability updating of partial factors for empirical codes: Application to Super-T PSC girders designs at the ultimate limit state in bending

On the structural safety of long-span bridges under traffic loadings caused by maintenance works

Sensitivity of Value of Information to Model and Measurement Errors

Collaborators (3)

Jürgen Hackl

Bintian Lin

Marcel Haas

Make your next move.