The Static Stability Analysis of Single-Story Steel Frames with I-Section Columns

Abstract:

Static stability analysis to 12 kinds single-story steel frames with I-section columns is analyzed based upon bilinear lateral force versus displacement framework curve and finite element method, then ultimate displacements are obtained. In comparison, the framework curves and ultimate displacement calculated by modified stiffness and cross-section plastic moment theory accord with that calculated by finite element method. This provides the referential basis for the static stability analysis to a single-story steel frame.

• Periodical: Applied Mechanics and Materials (Volumes 351-352)
• Pages: 626-629
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.351-352.626
• Online since: August 2013
• Authors: Ying Chun Liu, Wen Fu Zhang, Jing Ji, Dan Xie, Juan Du
• Keywords: Framework Curve, Single-Story Steel Frames, Static Stability, Ultimate Displacement

References

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