Abstract
In this study, a new method for nonlinear analysis of 2D steel frames, by improving the conventional plastic hinge method, is presented. The beam-column element is established and formulated in detail using a fiber plastic hinge approach. Residual stresses of I-shape sections are declared at the two ends through fibers. Gradual yielding by residual stresses along the member length due to axial force is accounted for by the tangent elastic modulus concept. The P-δ effect is captured by stability functions, whereas the P-Δ effect is estimated by the geometric stiffness matrix. A nonlinear algorithm is established for solving nonlinear problems. The present study predicts the strength and behavior of 2D steel frames as efficiently and accurately as the plastic zone method did.
Publisher
Engineering, Technology & Applied Science Research
Reference32 articles.
1. [1] J. G. Orbison, "Nonlinear static analysis of three-dimensional steel frames," Ph.D. dissertation, Cornell University, Ithaca, NY, USA, 1982.
2. [2] "Ultimate limit state calculations of sway frames with rigid joints," ECCS General Secretariat, Brussels, Belgium, 1984.
3. [3] U. Vogel, "Calibrating frames", Stahlbau, Vol. 10, pp. 295-301, Oct. 1985
4. [4] S.-H. Hsieh and G. G. Deierlein, "Nonlinear analysis of three-dimensional steel frames with semi-rigid connections," Computers & Structures, vol. 41, no. 5, pp. 995-1009, Jan. 1991.
5. [5] W. S. King, D. W. White, and W. F. Chen, "Second‐Order Inelastic Analysis Methods for Steel‐Frame Design," Journal of Structural Engineering, vol. 118, no. 2, pp. 408-428, Feb. 1992.
Cited by
9 articles.
订阅此论文施引文献
订阅此论文施引文献，注册后可以免费订阅5篇论文的施引文献，订阅后可以查看论文全部施引文献