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한국지진공학회논문집 = Journal of the Earthquake Engineering Society of Korea, v.26 no.6, 2022년, pp.227 - 235
김유석 (홍익대학교 건축공학부)
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For a member model in nonlinear structural analysis, a lumped plastic model that idealizes its flexural bending, shear, and axial behaviors by springs with the nonlinear hysteretic model is widely adopted because of its simplicity and transparency compared to the other rigorous finite element method...
Giberson MF. Two Nonlinear Beams with Definitions of Ductility. J. Struct. Div. ASCE. 1969 Feb;95(2):137-157.
Clough RW, Benuska KL, Wilson EL. Inelastic Earthquake Response of Tall Buildings. Proceedings of the 3rd World Conference on Earthquake Engineering; 1965; New Zealand, II(II);68-89.
Takeda T, Sozen MA, Nielsen NN. Reinforced Concrete Response to Simulated Earthquakes. J. Struct. Div. ASCE. 1970 Dec;96(12):2557-2573.
Chopra AK. Dynamics of Structures: Theory and Applications to Earthquake Engineering. 5th ed.: Pearson; c2012. 960 p.
Bathe KJ. Finite Element Procedures. NJ, USA: Prentice-Hall; c1996.
Riks E. The application of Newton's method to the problem of elastic stability. J. Appl. Mech. ASME. 1972;39:1060-1065.
Wempner GA. Discrete approximation related to nonlinear theories of solids. Int. J. Solids. Struct. 1971;7:1581-1599.
Structural Engineering Institute and American Society of Civil Engineers (SEI/ASCE). ASCE Standard, ASCE/SEI, 41-17: Seismic Evaluation and Retrofit of Existing Buildings. Reston Virginia: American Society of Civil Engineers; c2017.
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