Dynamic Stability Analysis of Big Span Steel Tubular Truss

Dong Yi Pan

doi:10.4028/www.scientific.net/AMM.166-169.1375

Paper Titles

Vibration Control Device and its Performance under Wind Load in High-Rise Buildings
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Dynamic Responses and Failure Modes of T-Shaped Concrete-Filled Steel Tube Core Columns under the Blast Loads
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Application of Support Vector Machine in Springback Forecasting for Steel Structure
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Finite Element Modeling for Health Monitoring and Condition Assessment of Large-Span Steel Roof Unloading Process
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Dynamic Stability Analysis of Big Span Steel Tubular Truss
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Experimental Investigation on Temperature Distribution of Reinforced Concrete Beam
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Experimental Study on Seismic Behaviors of Improved Composite Steel Staggered Truss Structures
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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 166-169Dynamic Stability Analysis of Big Span Steel...

Dynamic Stability Analysis of Big Span Steel Tubular Truss

Abstract:

An arch-truss roof structure with circular steel tube is applied to a gymnasium. Natural frequency and modes of this overall roof structure are analyzed, and time-procedure analysis is acted by applying ANSYS software. The analysis results demonstrate that this roof structure has larger stiffness, and its maximum node displacement under earthquake（7 degrees）can meet the requirements.

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Periodical:

Applied Mechanics and Materials (Volumes 166-169)

Pages:

1375-1378

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.166-169.1375

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Online since:

May 2012

Authors:

Dong Yi Pan

Keywords:

Earthquake Response, Natural Characters, Roof Structure with Steel Tubular Truss

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References

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