论文信息 - Frame analysis and continuum damage mechanics

Frame analysis and continuum damage mechanics

In this paper a unified formulation for damage analysis of steel and reinforced concrete frame members is presented. This formulation is based on the methods of continuum damage mechanics and on the notion of inelastic hinges. Particular models for frames under monotonic, low cycle and cyclic loading are described.

Julio Flórez-López

[1] T. Takeda,et al. Reinforced Concrete response to simulated earthquakes , 1970 .

[2] Julio Flórez-López,et al. A simplified damage mechanics approach to nonlinear analysis of frames , 1995 .

[3] Julio Flórez-López. Calcul simplifié de portiques endommageables , 1993 .

[4] J. M. Alexander,et al. Progress in applied mechanics : the Prager anniversary volume , 1963 .

[5] I-Kuang Fang,et al. Cyclic Behavior of High-Strength Concrete Short Beams with Lower Amount of Flexural Reinforcement , 1994 .

[6] Christian Meyer,et al. Analytical Modeling of Hysteretic Behavior of R/C Frames , 1987 .

[7] F. Sidoroff,et al. Damage Induced Elastic Anisotropy , 1982 .

[8] Jean Lemaitre,et al. A Course on Damage Mechanics , 1992 .

[9] Julio Flórez-López,et al. Simplified Model of Unilateral Damage for RC Frames , 1995 .