Share Email Print
cover

Proceedings Paper

Radar tower frequency control and earthquake response analysis
Author(s): Zeyu Wu; Yuhe Li; Fuming Wang; Dongwei Wang
Format Member Price Non-Member Price
PDF $14.40 $18.00
cover GOOD NEWS! Your organization subscribes to the SPIE Digital Library. You may be able to download this paper for free. Check Access

Paper Abstract

For the sake of avoiding the impact of surrounding buildings on the radar, radar tower is usually high, generally up to 100 meters. As the radar performance reasons, the required fundamental frequency of radar tower should not be less than 1Hz. For such a tall building, how to control the frequency of radar tower is an issue worth studying. Through a lot of calculations and analyses, paper reaches a number of laws to increase frequency: 1) Lowering center of gravity of the structure; 2) Setting leaning bracing; 3) Raising the thickness or number of shear walls. In the above structural frequencies adjustment methods, setting leaning bracing and reducing the top mass of the structure are the most obvious effects of all. At the same time, paper also discusses on the seismic response of radar tower. Analyses used for earthquake are response spectrum method, time history analysis method and random vibration analysis. Three methods of calculation results show: radar tower performance meets China's seismic code to regulate specifications of the story drift limits.

Paper Details

Date Published: 12 April 2010
PDF: 9 pages
Proc. SPIE 7643, Active and Passive Smart Structures and Integrated Systems 2010, 76433D (12 April 2010); doi: 10.1117/12.852322
Show Author Affiliations
Zeyu Wu, Zhengzhou Univ. (China)
North China Univ. of Water Conservancy and Electric Power (China)
Yuhe Li, North China Univ. of Water Conservancy and Electric Power (China)
Fuming Wang, Zhengzhou Univ. (China)
Dongwei Wang, Zhengzhou Univ. (China)


Published in SPIE Proceedings Vol. 7643:
Active and Passive Smart Structures and Integrated Systems 2010
Mehrdad N. Ghasemi-Nejhad, Editor(s)

© SPIE. Terms of Use
Back to Top