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).

Modal identification of a twelve span viaduct in two different construction stages via ambient dynamic testing

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

Comparison of output-only methods for modal identification of a twelve-span viaduct

Peer reviewed

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

Peer reviewed