Wind adaption design method of super high building
A design method and technology for high-rise buildings, applied in the direction of calculation, configuration of CAD, instruments, etc., can solve the problems of increasing the design difficulty and construction cost of curtain wall system, increasing the difficulty and cost of design and construction, and weakening the performance of corner units. Achieve the effect of improving safety and economic indicators, increasing flexibility, and expanding free space
- Summary
- Abstract
- Description
- Claims
- Application Information
AI Technical Summary
Problems solved by technology
Method used
Image
Examples
Embodiment 1
[0060] The wind-adaptive design method of the present invention is as Figure 4 As shown, the specific design steps are described as follows:
[0061] (1) Determine the basic parameters of wind resistance design. This mainly includes wind resistance design wind speed U D (Generally take the wind speed in the return period of 50 to 100 years), wind direction data, site data and other basic data related to the wind effect of the structure.
[0062] (2) Building shape design data. That is, the conceptual design or preliminary design of the building shape completed according to the design intention and goal, and the building shape is the "basic shape".
[0063] (3) Determine the aerodynamic parameters of the basic shape. That is, the aerodynamic parameters of the basic shape are determined according to the data related to the building shape mentioned in step (2) and combined with the wind data and site data obtained in step (1). Currently the most reliable and accepted method...
Embodiment 2
[0090] The wind-adaptive design method of the present invention will be further described below in conjunction with examples.
[0091] by Figure 7 A typical super high-rise building is shown as an example. The basic design information is as follows:
[0092] a. A 67-storey super high-rise with a square section, a building height of 270 meters and a building width of 45 meters.
[0093] b. The natural period of the basic mode of structural lateral movement is 7 seconds, and the structural damping ratio is 2%.
[0094] c. Designed according to the return period of 100 years, the basic wind pressure is 0.75kPa.
[0095] d. The surrounding site is a standard C-type landform.
[0096] e. For the definition of structural coordinate system and wind direction angle, see Figure 7 .
[0097] Based on the preliminary design of the building's basic shape and structural dynamic characteristics, through wind tunnel tests and analysis, the relationship between the base overturning mo...
PUM
Login to View More Abstract
Description
Claims
Application Information
Login to View More 