Buckling Analysis of Large-Scale Transmission Tower Structure

Xiang Zan Xie; Rui Jun Zhang

doi:10.4028/www.scientific.net/AMM.494-495.1678

Paper Titles

An Optimal Scheduling for Wind Power Integrated Power Systems
p.1660

The Summary of Modeling Methods of Solar Panels
p.1666

A Review of Application of Sensitivity in Power System
p.1670

Energy Conservation Analysis for Air Conditioning System in Rail Transit Stations
p.1674

Buckling Analysis of Large-Scale Transmission Tower Structure
p.1678

Research on Developed Control of SRG for Wind Power Application
p.1682

Research on Application of Cloud Storage in Smart Distribution and Consumption Integrated Management System
p.1687

Visualization Methods of Regional Power Load Density Based on the Heatmap Technology in WebGIS
p.1691

Research on Transfer and Replacement Mechanism Design of Inter-Provincial Electricity Treatment in South China Electricity Market
p.1695

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 494-495Buckling Analysis of Large-Scale Transmission...

Buckling Analysis of Large-Scale Transmission Tower Structure

Abstract:

The high-voltage transmission tower transmission lines is a major component and typically a high steel tower, is a tall, flexible structures. In this paper, the finite element method to establish a large-scale three-dimensional model of the transmission tower space, computational analysis of the transmission tower structure first six buckling modes and critical load, examined the order buckling mode characteristics. Research on the structural stability of large power transmission tower design has some theoretical significance and application value.

You might also be interested in these eBooks

Current Development of Mechanical Engineering and Energy

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volumes 494-495)

Pages:

1678-1681

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.494-495.1678

Citation:

Cite this paper

Online since:

February 2014

Authors:

Xiang Zan Xie*, Rui Jun Zhang

Keywords:

Buckling Analysis, Buckling Mode, Critical Load, Finite Element Method (FEM), transmission tower

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Hongzhou Deng, Min Zhao. A Study for the Limit Strength and Reliability of Transmission Tower Structural System[J]. Electric Power Construction, 2000 (2) : 20-22.

Google Scholar

[2] Hongnan Li, Haifeng Bai. State-of-the-art Review on Studies of Disaster Resistance of High-voltage Transmission Tower-line Systems[J]. China Civil Engineering Journal, 2007 (2) : 39-46.

Google Scholar

[3] Shanxi Electric Power Corporation: Manual Transmission Line Tower(China Electric Power Press, China 2009)(in Chinese).

Google Scholar

[4] BoFang Zhu: Finite Element Method Principle and Application(China Water Conservancy and Hydropower Press, China 1998)(in Chinese).

Google Scholar

[5] Ji Chen: Stability Theory and Design of Steel Structures (The Third Edition) (Science Press, China 2006)(in Chinese).

Google Scholar