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Siu-Seong Law

Researcher at Beijing Jiaotong University

Publications -  125
Citations -  6230

Siu-Seong Law is an academic researcher from Beijing Jiaotong University. The author has contributed to research in topics: Moving load & Axle. The author has an hindex of 42, co-authored 119 publications receiving 5449 citations. Previous affiliations of Siu-Seong Law include Chongqing University & Nanjing University of Aeronautics and Astronautics.

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Structural damage localization from modal strain energy change

TL;DR: In this article, a method based on modal strain energy is presented for locating damage in a structure, which makes use of the change of modal energy in each structural element before and after the occurrence of damage.
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Structural Damage Detection from Modal Strain Energy Change

TL;DR: In this paper, a structural damage detection method based on modal strain energy (MSE) change before and after damage is presented, and the sensitivity of the MSE with respect to a damage is derived.
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Moving force identification: a time domain method

TL;DR: In this article, a solution for the vertical dynamic interaction forces between a moving vehicle and the bridge deck is analytically derived and experimentally verified, where the deck is modeled as a simply supported beam with viscous damping, and the vehicle/bridge interaction force is modelled as one point or two-point loads with fixed axle spacing, moving at constant speed.

Moving force identification: A time domain method

TL;DR: In this paper, a solution for the vertical dynamic interaction forces between a moving vehicle and the bridge deck is analytically derived and experimentally verified, where the deck is modelled as a simply supported beam with viscous damping, and the vehicle/bridge interaction force is modeled as one point or two-point loads with fixed axle spacing, moving at constant speed.
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Wavelet-based crack identification of bridge beam from operational deflection time history

TL;DR: In this paper, a new method for crack identification of bridge beam structures under a moving load based on wavelet analysis is presented, where cracks are modeled through rotational springs whose compliance is evaluated using linear elastic fracture mechanics.