Abstract
The Guangzhou New TV Tower (GNTVT) with a total height of 610 m is the landmark of the Guangzhou city in China and the tallest TV tower in the world. It comprises a 454 m high main tower and a 156 m high antenna mast. The main tower is a tube-in-tube structure consisting of a steel lattice outer structure and a reinforced concrete inner structure. The antenna mast is a steel structure founded on the top of the main tower. To ensure the safety during construction and the operational performance during typhoons and earthquakes of this challenging structure, a sophisticated long-term structural health monitoring system consisting of about 800 sensors has been implemented for on-line monitoring at both construction and service stages. In the meanwhile, a hybrid mass damper control system is installed on the main tower and two tuned mass dampers are suspended on the antenna mast for suppressing wind-induced vibration of GNTVT. This paper outlines the structural health monitoring system and the vibration control system for GNTVT and their integration.
Original language | English |
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Title of host publication | Structures Congress 2010 |
Publisher | American Society of Civil Engineers (ASCE) |
Pages | 3155-3164 |
Number of pages | 10 |
DOIs | |
Publication status | Published - 1 Jan 2010 |
Event | Structures Congress 2010 - Orlando, FL, United States Duration: 12 May 2010 → 15 May 2010 |
Conference
Conference | Structures Congress 2010 |
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Country/Territory | United States |
City | Orlando, FL |
Period | 12/05/10 → 15/05/10 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Building and Construction