Full Bridge MMC Converter Optimal Design to HVDC Operational Requirements

This project is funded by RTE, Paris, France

Parameter space of experimental chaotic circuits with high-precision control parameters

The authors thank Professor Iber^e Luiz Caldas for the suggestions and encouragement. The authors F.F.G.d.S., R.M.R., J.C.S., and H.A.A. acknowledge the Brazilian agency CNPq and state agencies FAPEMIG, FAPESP, and FAPESC, and M.S.B. also acknowledges the EPSRC Grant Ref. No. EP/I032606/1.

Application of time series analysis for bridge monitoring

Peer reviewed

Application of time series analysis for bridge monitoring

Peer reviewed

Experimental investigation into amplitude-dependent modal properties of an eleven-span motorway bridge

The authors would like to thank their supporters. New Zealand Earthquake Commission (EQC) Research Foundation provided financial support for experimental work (Grant No. UNI/578). New Zealand Transport Agency (NZTA) provided access to the bridge. Piotr Omenzetter’s work within the LRF Centre for Safety and Reliability Engineering at the University of Aberdeen is supported by Lloyd’s Register Foundation. The Foundation helps to protect life and property by supporting engineering-related education, public engagement and the application of research. Ge-Wei Chen’s doctoral study is supported by China Scholarship Council (CSC) (Grant No. 2011637065).

Model updating of a full-scale bridge structure using particle swarm optimization

Peer reviewed

Evaluation of thermal gradients and their effects in a bridge box girder using monitoring data

Peer reviewed

A simple and rapid approach to post-earthquake assessment of bridge condition and damage

Peer reviewed

Ambient vibration tests and analysis of a multiple-span elevated bridge

Peer reviewed

Assessment of a multiple-span bridge by dynamic testing, in-situ monitoring and numerical modeling

Peer reviewed

Identification of unusual events in multi-channel bridge monitoring data using wavelet transform and outlier analysis

Peer reviewed

Passive bridge deck-flaps system for suppression of flutter in long span bridges

Peer reviewed

Study no the passive deck-flap flutter suppression system on FEM model of the bridge

Peer reviewed

Prediction of traffic-induced vibration using 3D bridge model and consideration of influence of bridge structural properties on response

Peer reviewed

Full bridge model study of a passive aerodynamic flutter suppression system

Peer reviewed