A new two-parameter damage model based on deformation and energy

被引:0
|
作者
Tu B.-B. [1 ]
机构
[1] School of Science, Xi'an University of Science and Technology, Xi'an
来源
关键词
Cumulative-plastic deformation energy; RC frames; Two-parameter damage model;
D O I
10.13465/j.cnki.jvs.2016.11.031
中图分类号
学科分类号
摘要
Existing two-parameter damage models are difficult for application due to a large amount of calculations and more cumulative errors. Here, a semi-analytical and semi-numerical two-parameter model for RC frams was proposed based on displacement damage and energy one. Then the inter-story damage modes calculated with the proposed model were compared with those obtained with Park-Ang model, and the feasibility of the proposed model was verified. The results showed that component damage is composed of displacement damage which plays a major role and energy one; a good linear relationship exists between the two types of damage for RC beams or columns in each layer; the distribution trend of the inter-story damage between a RC frame's beams and columns is the same as that of its cumulative-plastic deformation energy distribution coefficient along layers. © 2016, Editorial Office of Journal of Vibration and Shock. All right reserved.
引用
收藏
页码:196 / 202
页数:6
相关论文
共 19 条
  • [1] Du X.-L., Ou J.-P., Seismic damage evaluation model of building structures, World Earthquake Engineering, 3, pp. 52-58, (1991)
  • [2] Park Y.J., Ang A.H.S., Mechanistic seismic damage model for reinforced concrete, J. Structural Engineering, ASCE, 111, 4, pp. 722-739, (1985)
  • [3] Chung Y.S., Meyer C., Shinozuka M., Modeling of concrete damage, ACI Structural Journal, 86, 3, pp. 259-271, (1989)
  • [4] Bracci J.M., Reinhom A.M., Mander J.B., Et al., Deterministic Model for Seismic Damage Evaluation of R C Structures, (1989)
  • [5] Kumar S., Usami T., A note on the evaluation of damage in steel structures under cyclic loading, Journal of Structural Engineering, 40, pp. 177-188, (1994)
  • [6] Chai Y.H., Romstad K.M., Bird S.M., Energy-based linear damage model for high-intensity seismic loading, Journal of structural Engineering, 121, 5, pp. 857-864, (1995)
  • [7] Bozorgnia Y., Bertero V.V., Evaluation of damage Potential of recorded earthquake ground motion, Seismological Research Letters, 72, (2001)
  • [8] Kratzig W.B., Meyer I.F., Meskouris K., Damage evolution in reinforced concretemembers under cyclic loading, Proceedings of 5th International Conference on Structural Safety and Reliability, pp. 795-802, (1989)
  • [9] Niu D.-T., Ren L.-J., A modified seismic damage model with double variables for reinforced concrete structures, Earthquake Engineering and Engineering Vibration, 16, 4, pp. 44-54, (1996)
  • [10] Li J.-Q., Damage model of reinforced concrete member, Journal Of Lanzhou Railway University: Natural Sciences, 19, 3, pp. 13-16, (2000)