Advanced Analysis of Staggered Truss of Steel Structure

Wen Wei Yang; Xu Hong Zhou

doi:10.4028/www.scientific.net/AMR.446-449.615

Paper Titles

Improved Knapsack Problem Algorithm Based on Greedy Strategy for Tower Nesting
p.592

Study on Numerical Analysis of Tunnel Longitudinal Uneven Settlement Base on Elastoplastic Theory
p.596

Experimental Investigation of Ductility of Reinforced High Strength Concrete T-Section Beams Retrofitted with CFRP
p.601

Simplified Calculation Method of Optimal Centre Line of the Arch
p.611

Advanced Analysis of Staggered Truss of Steel Structure
p.615

Study on Aseismic Behavior of Shear Wall with Frame Column in the Large Thermal Power Plant
p.621

Review of the Nonlinear Vibration Analysis of Simply Supported Beams
p.626

Research on Seismic Performance of Core Wall in Hybrid Structure
p.630

Influence of Coarse Aggregate Size on Softening Curve of Concrete
p.636

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 446-449Advanced Analysis of Staggered Truss of Steel...

Advanced Analysis of Staggered Truss of Steel Structure

Abstract:

Based on refined plastic hinge, this paper considers the effects of second-order effects of structure plastic strength, geometric imperfection ,residual stresses to the structure stability by modifying the element stiffness matrix. Use the modified element stiffness matrix to analyze the force of the staggered truss of steel sturcture and compare the calculation results with ANASYS’s. Use the modified element stiffness matrix to analyze interstory drift of the staggered truss of steel sturcture and compare the calculation results with K Jim’s. The result shows that the developed element matrix can accurately calculate the stability capacity and interstory drift of the staggered truss of steel structure. Design by advanced analysis method is the direction of the analysis and design of modern steel structure.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 446-449)

Pages:

615-620

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.446-449.615

Citation:

Cite this paper

Online since:

January 2012

Authors:

Wen Wei Yang, Xu Hong Zhou

Keywords:

Advanced Analysis, Stability, Staggered Truss System, Steel Structure

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Robert.J.Hansen.William J Lemessurier and Peter J.Pahl. Architecture Record,1966, 139(6)：191-196．

Google Scholar

[2] M P Cohen. Engineering Journal,AISC,March,1986,5:97-106．

Google Scholar

[3] Jinkoo Kim,JooN-ho Lee and Young-moon Kim.Struct. Design Tall Spec. Build.2007,16:85-105.

Google Scholar

[4] Mo Tao, Zhou Xuhong. Journal of Building Structures(in chinese), 2000(6):49-54

Google Scholar

[5] Zhou Xuhong, Zhou Qishi, Huang Xiangxiang. Engineering Mechanics (in chinese),2004,21(3):25-30

Google Scholar

[6] Zhou Xuhong, Zhou Qishi. Journal of Building Structures(in chinese), 2004, 25(4):66-71

Google Scholar

[7] Zhou Xuhong, Mo Tao.China Civil Engineering Journal(in chinese),2005,38(5):10-14

Google Scholar

[8] Chen W.F.. Structural stability: from theory to practice. Engineering Structures.2000,(22)：116-122．

Google Scholar

[9] Kim SE, Chen WF. Journal of Structural Engineering, ASCE.1996;122(11):1259-74.

Google Scholar

[10] Chen Huifa, Zhou Shuiping. Design of Steel Frame Stability. Shanghai：Shanghai Global Book Publishing Corporate,2001.

Google Scholar