Research on the Selection of Space Truss Structure

Yun Liu; Xiang Yu Li; Bing Xia

doi:10.4028/www.scientific.net/AMM.438-439.734

Paper Titles

Study on the Static Performance of Steel Truss Structure
p.715

Study on the Compression Capacity of the Wall of Recycled Aggregates Self-Compacting Rock-Filled Concrete
p.719

On Overloading Design Method for the Slope of Deep Foundation Pit with Layered Soil Braced by Soil Nail
p.724

Asymptotic Approach for Finding Joint Design Point and Reliability Index in Parallel Structural System
p.728

Research on the Selection of Space Truss Structure
p.734

Research on Structural Damage Diagnosis Based on Strain Modal
p.739

Research on Semi-Rigid Connections Calculation of Laminated Wood Frame Beam-Column
p.743

Study on the Basic Mechanical Properties of Recycled Concrete Hollow Block Masonry
p.749

Comparison on Dynamic Parameters of Structures with Different Additional Steel Frame Stories Constructed on the Prototype Reinforced Concrete Frame
p.756

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vols. 438-439Research on the Selection of Space Truss Structure

Research on the Selection of Space Truss Structure

Abstract:

Space truss structure is widely used in various engineering fields. The key technical problems are mechanical analysis of its structure and optimization of the design of truss structure. In this paper, comparison of the four different designs of the concrete transport truss structure system based on ANSYS, and the FORTRAN procedure were programmed. Finally both practical and economical factor was chosen to meet the engineering truss structure. These results should be of guiding significance to design and construct retaining engineering in space truss structural.

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Periodical:

Applied Mechanics and Materials (Volumes 438-439)

Pages:

734-738

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.438-439.734

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Online since:

October 2013

Authors:

Yun Liu, Xiang Yu Li, Bing Xia

Keywords:

Optimization, Space Truss Structure, Structural Form Selection

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