Parametric Modeling and Stability Analysis of Temporary Grandstand

Temporary grandstands bear crowd load, which is created when spectators jumping on the structure. The simplified loads applied to temporary grandstand have been obtained based on experiment data of human body jumping forces. By the ABAQUS software, the parametric and automatic modeling of three-dime...

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Published in:Applied Mechanics and Materials Vol. 578-579; no. Advances in Civil Structures IV; pp. 907 - 916
Main Authors: He, Lin, Wu, Zhen Yu, Liu, Cong
Format: Journal Article
Language:English
Published: Zurich Trans Tech Publications Ltd 04.07.2014
Subjects:
Automation
Bearing capacity
Buckling
Grandstands
Loads (forces)
Modelling
Nonlinearity
Three dimensional models
Stability Analysis
Nonlinear
Parametric Modeling
Temporary Grandstands
Python
ISBN:3038351644, 9783038351641
ISSN:1660-9336, 1662-7482, 1662-7482
Online Access:Get full text
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Abstract Temporary grandstands bear crowd load, which is created when spectators jumping on the structure. The simplified loads applied to temporary grandstand have been obtained based on experiment data of human body jumping forces. By the ABAQUS software, the parametric and automatic modeling of three-dimensional (3D) temporary grandstand structures has been realized with Python scripting. The linear buckling analysis and nonlinear buckling analysis of the structure have been carried out. The ultimate bearing capacity and the structural deformation under crowd load have been acquired. Results show that the nonlinear effect of the structure under crowd load is very obvious; the linear buckling analysis cannot get the ultimate bearing capacity of the structure and the first order buckling mode cannot simulate the final deformation of the structure either. The research of this paper greatly improve the efficiency of the construction and automation design of temporary structures and reveal the mechanical behavior of such structure to a certain degree.
AbstractList Temporary grandstands bear crowd load, which is created when spectators jumping on the structure. The simplified loads applied to temporary grandstand have been obtained based on experiment data of human body jumping forces. By the ABAQUS software, the parametric and automatic modeling of three-dimensional (3D) temporary grandstand structures has been realized with Python scripting. The linear buckling analysis and nonlinear buckling analysis of the structure have been carried out. The ultimate bearing capacity and the structural deformation under crowd load have been acquired. Results show that the nonlinear effect of the structure under crowd load is very obvious; the linear buckling analysis cannot get the ultimate bearing capacity of the structure and the first order buckling mode cannot simulate the final deformation of the structure either. The research of this paper greatly improve the efficiency of the construction and automation design of temporary structures and reveal the mechanical behavior of such structure to a certain degree.
Author Liu, Cong
He, Lin
Wu, Zhen Yu
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  email: liucong618@126.com
  organization: Harbin Institute of Technology : Key Lab of Structures Dynamic Behavior and Control, Ministry of Education
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Keywords Stability Analysis
Nonlinear
Parametric Modeling
Temporary Grandstands
Python
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Snippet Temporary grandstands bear crowd load, which is created when spectators jumping on the structure. The simplified loads applied to temporary grandstand have...
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SubjectTerms Automation
Bearing capacity
Buckling
Grandstands
Loads (forces)
Modelling
Nonlinearity
Three dimensional models
Title Parametric Modeling and Stability Analysis of Temporary Grandstand
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