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Proceedings Paper

Feasibility of active control of cable-stayed bridges: an insight into Ting Kau Bridge
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Paper Abstract

This paper presents a feasibility study of active seismic response control of cable-stayed bridges with reference to the Ting Kau Bridge (TKB). The TKB is a selected as a representative modern cable-stayed bridge for this vibration control study due to its unique features. Two issues explored pertaining to the development of an active structural control system for the TKB: (1) control-oriented modeling of cable-stayed bridges, and (2) control strategy development.

Paper Details

Date Published: 30 July 2001
PDF: 12 pages
Proc. SPIE 4330, Smart Structures and Materials 2001: Smart Systems for Bridges, Structures, and Highways, (30 July 2001); doi: 10.1117/12.434139
Show Author Affiliations
Yi-Qing Ni, Hong Kong Polytechnic Univ. and Univ. of Notre Dame (Hong Kong)
Billie F. Spencer, Univ. of Notre Dame (United States)
Jan Ming Ko, Hong Kong Polytechnic Univ. (Hong Kong)


Published in SPIE Proceedings Vol. 4330:
Smart Structures and Materials 2001: Smart Systems for Bridges, Structures, and Highways
S.-C. Liu, Editor(s)

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