Radar is a radio equipment that uses radio waves to determine the location of objects. To avoid interference from surrounding buildings, radar towers are typically as high as 100 meters.
Approximately m, due to the performance requirements of the radar, the base frequency of the radar tower must not be less than 1.0 Hz. Through extensive calculations and analysis, some significant improvements
The regularity of the basic frequency of high radar towers. Radar towers are extensively used in modern applications, whether at sea or on land, in traffic and other areas.
Position, speed measurement, search, etc. Additionally, the seismic response of the radar tower was analyzed using the response spectrum method, time history analysis, and random vibration method. Calculations
The results indicate that the radar tower meets the seismic code requirements for inter-story displacement.
Steel Tower Structure:
The entire steel tower is primarily composed of three main parts: the tower head, the tower body, and the tower legs. For guyed towers, the guy parts are also added. The tower head extends upwards from the tower legs to the tower frame section.
Sharp change (as shown by the broken line) above the mentioned section is the tower head. If there is no sharp change in cross-section, the part above the bottom chord of the lower crossbeam is considered the tower head. Tower leg
Above the base, the segmental tower is referred to as the tower leg, the tower body, and the part between the tower leg and the tower frame is called the tower body.
Technical Specifications:
1. Basic Wind Pressure: w0 = 0.4 - 0.8 KN/m²
2. Seismic fortification intensity: 8 degrees and less
3. Foundation bearing capacity: 100 and 200 KN/m²
4. Ice Thickness: ≤10mm
5. Verticality: ≤1/1000
6. Corrosion Treatment: Hot-Dip Galvanizing
Technical Specifications:
1. Code for Design of Lightning Protection for Buildings (GB50057-94)
2. Tall Structure Design Code (GBJ135-90)
3. Steel Structure Design Code (GB50017-2003)
4. Tower Mast Steel Structure Construction and Acceptance Code (CECS 80:2006)
