Story-Based Stability Analysis for Evaluating Story Buckling Load of Frames

Fei Xiang Jiao; Xiao Qin Gu; Zuo Wei Li

doi:10.4028/www.scientific.net/AMM.724.131

Paper Titles

Research on the Deformation of the Steel Piles on the Soft Soil
p.111

Shear Wall Stability Computation and Analysis of Reinforced Concrete Frame-Shear Wall Structures
p.117

Shearing Property Study on PC Box-Girder Bridge with Corrugated Webs
p.121

Static and Dynamic Comparative Study on the Cardanic Transmission
p.126

Story-Based Stability Analysis for Evaluating Story Buckling Load of Frames
p.131

Study on the Impact of Crashworthiness Materials on the Crashworthiness Capacity of Double Hull Ship
p.139

The Influencing Factors’ Identification and Analysis of Rockfill Dam Slope’s Stability in Tailing Pond Based on RS and PCA
p.144

The Key Issues and Considerations of Buckling Restrained Braces in Seismic Applications
p.148

The Research of Similar Material and Dosage in Blasting Model Test
p.152

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 724Story-Based Stability Analysis for Evaluating...

Story-Based Stability Analysis for Evaluating Story Buckling Load of Frames

Abstract:

This paper presents a kind of optimum modeling method for evaluating system buckling load of plane sway frames, based on the research of the different correction coefficient β. The buckling load of plane sway frames was calculated by using the optimized method, and the results were compared with those of the ANSYS. It is verified that the simplicity, accuracy and applicability of the method.

You might also be interested in these eBooks

Structural Engineering, Vibration and Aerospace Engineering II

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 724)

Pages:

131-138

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.724.131

Citation:

Cite this paper

Online since:

January 2015

Authors:

Fei Xiang Jiao*, Xiao Qin Gu, Zuo Wei Li

Keywords:

Lateral Stiffness, P - δ Effect, Plane Sway Frame, Story Buckling Load

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] N.E. SHANMUGAM, W. F. CHEN. An Assessment of K factor formulas[J]. ENGINEERING JOURNAL, 1995, 32(1): 3-11.

Google Scholar

[2] Kaveh, Salimbahrami. Buckling load of symmetric plane frames using canonical forms[J]. Computers & Structures, 2007, 85(2007): 1420-1430.

DOI: 10.1016/j.compstruc.2006.08.082

Google Scholar

[3] L. XU, X. H. WANG. Storey-based column effective length factors with accounting for initial geometric imperfection[J]. Engineering Structures, 2008, 30(2008): 3434-3444.

DOI: 10.1016/j.engstruct.2008.05.015

Google Scholar

[4] AISC (2007). Steel Construction Manual[S]. 13th ed. AISC.

Google Scholar

[5] Kuinian Li. A story buckling method for evaluating system buckling load of plane sway frames[J]. International Journal of Steel Structures, 2014, 14(1)173-183.

DOI: 10.1007/s13296-014-1015-3

Google Scholar

[6] ALAMI, F. Experimental and numerical study of prediction of linear buckling load from frequency measurement[J]. SIGMA, 2004, 7(1): 1-8.

Google Scholar

[7] Genshu Tong. Steel Structures Design Method[M]. Beijing: China Architecture & Building Press，2007, In Chinese.

Google Scholar

[8] Ji Chen. Stability of Steel Structures Theory and Design[M]. Beijing: Science Press, 2012, In Chinese.

Google Scholar