Inelastic input energy spectra of far-fault ground motions: influence of hysteresis model

被引:0
|
作者
Merter, Onur [1 ]
Ucar, Taner [2 ]
机构
[1] Izmir Univ Econ, Dept Civil Engn, Izmir, Turkey
[2] Dokuz Eylul Univ, Dept Architecture, Izmir, Turkey
关键词
Energy equivalent velocity; Far-fault ground motions; Input energy spectra; Hysteresis model; Time history analysis; SEISMIC ENERGY; DEMAND;
D O I
10.14744/sigma.2022.00064
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
The main purpose of the present study is to compute the input energy spectra of selected far-fault ground motions (GMs) for linear elastic systems, and inelastic systems having a constant ductility ratio. Elastic-perfectly plastic (EPP) and Modified Takeda hysteresis models have been adopted in nonlinear modeling of single-degree-of-freedom (SDOF) systems. Accelerograms of far-fault GMs have been compiled from the Pacific Earthquake Research Center (PEER) database. Linear and nonlinear time history analyses have been performed using the selected GMs records for SDOF systems having a damping ratio of 5%. Input energy spectral ordinates have been computed in terms of energy equivalent velocity. The results have shown that there is no significant difference be tween elastic and inelastic input energy spectral values at intermediate and long periods. However, for short period systems, input energy demand imposed on inelastic systems is generally greater than that of imposed on elastic systems. For short period systems, it can be inferred from the computations of the study that the input energy spectral values obtained using Modified Takeda hysteresis model are greater than those of other models that have been employed. However, input energy spectra for inelastic systems have no significant dependency on hysteresis models, especially for intermediate and long period systems.
引用
收藏
页码:593 / 609
页数:17
相关论文
共 50 条
  • [1] Hysteresis and Soil Site Dependent Input and Hysteretic Energy Spectra for Far-Source Ground Motions
    Mezgebo, Mebrahtom Gebrekirstos
    Lui, Eric M.
    ADVANCES IN CIVIL ENGINEERING, 2016, 2016
  • [2] Predictive Model for Constant-Ductility Energy Factor Spectra of Near- and Far-Fault Ground Motions Based on Gauss-Newton Algorithm
    Ucar, Taner
    Merter, Onur
    JOURNAL OF EARTHQUAKE ENGINEERING, 2022, 26 (15) : 7689 - 7714
  • [3] Design spectra of input energy for near-fault ground motions
    Jiang, Hui
    Zhu, Xi
    US Natl. Conf. Earthqu. Eng., (1779-1788):
  • [4] Inelastic dynamic response and fragility analysis of arched hydraulic tunnels under as-recorded far-fault and near-fault ground motions
    Sun, Benbo
    Zhang, Sherong
    Deng, Minjiang
    Wang, Chao
    SOIL DYNAMICS AND EARTHQUAKE ENGINEERING, 2020, 132
  • [5] Seismic Response of a Historical Masonry Bridge under Near and Far-fault Ground Motions
    Ozmen, Alper
    Sayin, Erkut
    PERIODICA POLYTECHNICA-CIVIL ENGINEERING, 2021, 65 (03): : 946 - 958
  • [6] Probabilistic seismic performance evaluation of nuclear containment structure subjected to far-fault ground motions
    Jin, Song
    Rong, Hua
    Lyu, Xuetao
    STRUCTURES, 2021, 32 : 2232 - 2246
  • [7] The effect of reservoir length on seismic performance of gravity dams to near- and far-fault ground motions
    Alemdar Bayraktar
    Temel Türker
    Mehmet Akköse
    Şevket Ateş
    Natural Hazards, 2010, 52 : 257 - 275
  • [8] Effects of near-fault and far-fault ground motions on nonlinear dynamic response and seismic damage of masonry structures
    Bilgin, Huseyin
    ENGINEERING STRUCTURES, 2024, 300
  • [9] Dynamic Response Evaluation of Bridges Considering Aspect Ratio of Pier in Near-Fault and Far-Fault Ground Motions
    An, Hyojoon
    Lee, Jong-Han
    Shin, Soobong
    APPLIED SCIENCES-BASEL, 2020, 10 (17):
  • [10] The effect of reservoir length on seismic performance of gravity dams to near- and far-fault ground motions
    Bayraktar, Alemdar
    Turker, Temel
    Akkose, Mehmet
    Ates, Sevket
    NATURAL HAZARDS, 2010, 52 (02) : 257 - 275