Computer simulation-based analysis of wind load effect on structural capacity of skywalk between Hyatt Regency hotel and multipurpose building complex Iset Tower in Ekaterinburg

7th International Symposium Actual Problems of Computational Simulation in Civil Engineering

土木建筑工程;计算机科学

Alekhin, V.N.^1 ; Antipin, A.A.^1 ; Gorodilov, S.N.^1 ; Avdonina, L.I.^1 ; Budarin, A.M.^1

Institute of Civil Engineering and Architecture, Ural Federal University, Mira st. 19, Ekaterinburg

620002, Russia^1

关键词: Computational experiment;    High rise building;    Maximal values;    Multi-purpose buildings;    Simulation-based analysis;    Stress strain state;    Structural capacities;    Wind-load effects;   

Others  :  https://iopscience.iop.org/article/10.1088/1757-899X/456/1/012009/pdf
DOI  :  10.1088/1757-899X/456/1/012009

来源: IOP

【 摘 要 】

This article contains a computer - aided analysis of bearing capacity under wind load for a standard attachment fixture which one is most frequently used for mounting transparent structures. The analysis results of peak positive and negative wind loads acting on the enveloping structure are presented. The stress-strain state of the skywalk facade fixture unit in the elastic strain stage is analyzed. Maximal values of force influence on the plastic deformation of the fixture unit components arise. They are determined on the basis of a nonlinear analysis. The object of the research is a skywalk between the Hyatt Regency hotel building and the Iset Tower high-rise building in Ekaterinburg that is being designed currently. Simulation models and computational experiments were made in ANSYS CFX software complex.