Structural engineering
Center adviser
Works on structural dynamics, vibration control and infrastructure inspection. Selected studies use bridge responses to estimate vehicle loads.
Published research, with a short guide to the question and method.
10 selected publications
Case Studies on Transport Policy
Examines truck overloading in Thailand through bridge weigh-in-motion data and enforcement evidence, linking infrastructure monitoring with transport policy.
Engineering Journal
Combines a measured bridge influence line with iterative load estimation. Simulations and scaled experiments assess accuracy under road roughness and measurement noise.
Proceedings of the 5th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering (COMPDYN 2015)
Investigates tuned mass dampers as a way to limit earthquake damage in buildings exposed to far-field ground motion.
Advances in Civil Engineering
Compares constant and time-varying axle-load estimation in bridge weigh-in-motion simulations, testing sensitivity to speed, roughness and measurement error.
Advances in Structural Engineering
Combines measured train-induced strains with finite-element analysis to evaluate fatigue damage in long-serving Thai railway truss bridges.
Engineering Structures
Validates the recovery of moving-vehicle axle loads from bridge bending moments through physical experiments and directly measured axle loads.
Engineering Structures
Introduces an iterative method that separates static and dynamic axle loads in bridge response data, reducing sensitivity to the regularisation parameter in numerical examples.
Engineering Structures, 25(1), 39–46
Models an inelastic reinforced-concrete building to evaluate how tuned mass dampers reduce earthquake damage, using damage indices alongside peak displacement.
Engineering Structures, 23(7), 850–856
Investigates variable damping control in a semi-active tuned mass damper, comparing transient and steady-state vibration responses with a passive damper under harmonic excitation.
Computer-Aided Civil and Infrastructure Engineering, 11(5), 333–341
Compares active mass and active tuned mass dampers with three feedback-control approaches to reduce traffic-induced bridge vibrations through numerical simulations.
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Selected research outputs follow the original sources, including work at different institutions. Not every item is a current center project.
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