A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Method for determining load deformation of high-rise building due to wind
The invention discloses a method for determining the load deformation of a super high-rise building due to wind. The method is characterized in that a PFC3D (Particle Flow Code in 3 Dimensions) based on a particle flow code is put forward as a platform to carry out simulation in order to understand a deformation degree and characteristics of the super high-rise building under a wind load effect; the constructed super high-rise building has a core tube-frame structure; in order to adapt to the particle flow code and conform to a practical wind load phenomenon, a wind load setting method, i.e. a wind load model, characterized in that segmentation is firstly carried out and equivalence is then carried out is put forward; and the wind load model is utilized for simulating building deformation under the function of Grade 7-10 wind in two orthogonal directions. The method comprises the following steps: constructing a basic building model, establishing the wind load model, and analyzing a simulation result. The method can be used for the deformation analysis of the super high-rise building with the core tube-frame structure due to the wind load.
Method for determining load deformation of high-rise building due to wind
The invention discloses a method for determining the load deformation of a super high-rise building due to wind. The method is characterized in that a PFC3D (Particle Flow Code in 3 Dimensions) based on a particle flow code is put forward as a platform to carry out simulation in order to understand a deformation degree and characteristics of the super high-rise building under a wind load effect; the constructed super high-rise building has a core tube-frame structure; in order to adapt to the particle flow code and conform to a practical wind load phenomenon, a wind load setting method, i.e. a wind load model, characterized in that segmentation is firstly carried out and equivalence is then carried out is put forward; and the wind load model is utilized for simulating building deformation under the function of Grade 7-10 wind in two orthogonal directions. The method comprises the following steps: constructing a basic building model, establishing the wind load model, and analyzing a simulation result. The method can be used for the deformation analysis of the super high-rise building with the core tube-frame structure due to the wind load.
Method for determining load deformation of high-rise building due to wind
WU ZUOQI (author) / LIU WENSHENG (author) / ZHANG YUAN (author) / YANG YU (author) / CUI TIEJUN (author) / DU DONGNING (author) / LIANG BING (author) / SHAO JUN (author)
2015-11-18
Patent
Electronic Resource
English
Reliability Analysis of High Rise Building Considering Wind Load Uncertainty
| BASE | 2018
Reliability Analysis of High Rise Building Considering Wind Load Uncertainty
| BASE | 2018
Mechanism for reducing horizontal wind load of high-rise building
| European Patent Office | 2021
Refined damage prediction of low-rise building envelope under high wind load
| Online Contents | 2014
Wind Loads on a High-Rise Building
| Springer Verlag | 2020