Energy dissipation models for RC members and structures

被引:6
|
作者
Grammatikou, Sofia [1 ]
Fardis, Michael N. [1 ]
Biskinis, Dionysis [1 ]
机构
[1] Univ Patras, Dept Civil Engn, Patras 26504, Greece
来源
关键词
cyclic loading; cyclic tests; damping models; energy dissipation; hysteretic damping; hysteretic models; nonlinear response history analysis; Rayleigh damping; viscous damping;
D O I
10.1002/eqe.3136
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
The unloading parameters of hysteretic models for RC members are given in terms of their shear-span-to-depth ratio and the viscous damping used to model other energy dissipation sources. They reflect the energy dissipation in full post-yield load cycles in 534 tests of rectangular or circular members. Pre-yield hysteretic energy dissipation-ignored if the model is elastic till yielding-amounts in the tests to a mean viscous damping around 8.5% and can be considered in nonlinear response-history analysis through a new model which combines constant elastic stiffness in virgin loading with hysteretic energy dissipation both before and after yielding. Models with linear behavior till yielding and hysteretic energy dissipation only after it come closer to the results of the new model if viscous damping is 5%.
引用
收藏
页码:287 / 305
页数:19
相关论文
共 50 条
  • [1] Seismic energy dissipation under variable amplitude loading for rectangular RC members in flexure
    Liu, Zhefeng
    Wang, Yukui
    Cao, Zhixiong
    Chen, Yuping
    Hu, Yi
    EARTHQUAKE ENGINEERING & STRUCTURAL DYNAMICS, 2018, 47 (04): : 831 - 853
  • [2] Study on calculation method of energy dissipation capacity of RC members under earthquake action
    Liu Z.-F.
    Zheng X.
    Wang Y.-K.
    Gongcheng Lixue/Engineering Mechanics, 2021, 38 (12): : 125 - 136
  • [3] Studies on performance-based seismic design for RC frame structures with energy dissipation
    Sui, Jieyjing
    Niu, Ditao
    Xu, Chenming
    PROGRESS IN INDUSTRIAL AND CIVIL ENGINEERING, PTS. 1-5, 2012, 204-208 : 2662 - 2666
  • [4] Damage model based on degradation of energy dissipation capacity and performance level of symmetrical reinforced RC members
    Liu Z.
    Wang Y.
    Yang W.
    Chen Y.
    Hu Y.
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2020, 41 (09): : 145 - 153
  • [5] Control for energy dissipation in structures
    Joshi, S.P., 1600, (13):
  • [6] Experimental investigation on seismic performance of RC frame structures with viscous damper energy dissipation haunch braces
    Zhou, Yun
    Yin, Qingli
    Lin, Shaoming
    Jianzhu Jiegou Xuebao/Journal of Building Structures, 2011, 32 (11): : 64 - 73
  • [7] Constitutive and Geometric Nonlinear Models for the Seismic Analysis of RC Structures with Energy Dissipators
    P. Mata
    A. H. Barbat
    S. Oller
    R. Boroschek
    Archives of Computational Methods in Engineering, 2008, 15 : 489 - 539
  • [8] Constitutive and Geometric Nonlinear Models for the Seismic Analysis of RC Structures with Energy Dissipators
    Mata, P.
    Barbat, A. H.
    Oller, S.
    Boroschek, R.
    ARCHIVES OF COMPUTATIONAL METHODS IN ENGINEERING, 2008, 15 (04) : 489 - 539
  • [9] Strut and tie models for strength and deformation of RC members
    Hong, SG
    Lee, SG
    INNOVATIONS IN DESIGN WITH EMPHASIS ON SEISMIC, WIND, AND ENVIRONMENTAL LOADING: QUALITY CONTROL AND INNOVATIONS IN MATERIALS/HOT-WEATHER CONCRETING, 2002, 209 : 513 - 530
  • [10] CONTROL FOR ENERGY-DISSIPATION IN STRUCTURES
    JOSHI, SP
    VINCENT, TL
    LIN, YC
    JOURNAL OF GUIDANCE CONTROL AND DYNAMICS, 1990, 13 (04) : 751 - 753