弹性SDOF体系输入能量谱的设计表达式
CSTR:
作者:
中图分类号:

TU318.1

基金项目:

国家自然科学基金(51478067)


Design expressions for input energy spectrum of elastic SDOF systems
Author:
  • 摘要
  • | |
  • 访问统计
  • |
  • 参考文献 [16]
  • |
  • 相似文献
  • |
  • 引证文献
  • | |
  • 文章评论
    摘要:

    合理的地震动设计输入能量谱是推动能量法走向工程应用的重要基础。选取3种场地条件下259条地震动记录,针对弹性单自由度体系(Single Degree of Freedom)的输入能量进行研究。采用归一化方法,将输入能量谱表征为输入能量谱峰值(Elmax)与归一化输入能量谱的乘积;根据相关性分析,提出输入能量谱峰值的影响参数及估算方法;基于3种场地条件下归一化输入能量谱特征,通过拟合建立三段式归一化输入能量谱,提出阻尼比为0.05时,弹性SDOF体系设计输入能量谱的计算方法,并验证了该方法的可行性。

    Abstract:

    Reasonable seismic design input energy spectrum is important basis for promoting the engineering application of energy method. Based on 259 seismic records on 3 site conditions, the input energy spectrum of elastic single degree of freedom (SDOF) systems were studied. Using the normalization method, the elastic input energy spectrum are characterized as the product of the maximum of input energy spectrum (EImax) and the normalized input energy spectrum. According to correlation analysis, influence factors and estimation method of the maximum of input energy spectrum are given; based on characteristics of the normalized input energy spectrum on different site conditions, the simplified normalized input energy spectrum is established by multiple fitting, and the calculation method of design input energy spectrum of elastic SDOF systems with the damping ratio of 0.05 is proposed and verified.

    参考文献
    [1] 魏新磊,周云,于敬海,等. 基于结构能量分析的抗震设计新方法的研究[J]. 世界地震工程,2003,19(3):62-67. WEI X L,ZHOU Y,YU J H,et al. Researches on new methods of aseismic design of structures based on energy concept[J]. World Earthquake Engineering,2003,19(3):62-67.(in Chinese)
    [2] AKIYAMA H. Earthquake resistant limit state design for buildings[M]. Tokyo:University of Tokyo Press,1985.
    [3] BENAVENT-CLIMENT A,LÓPEZ-ALMANSA F,BRAVO-GONZÁLEZ D A. Design energy input spectra for moderate-to-high seismicity regions based on Colombian earthquakes[J]. Soil Dynamics & Earthquake Engineering,2010,30(11):1129-1148.
    [4] 程光煜,叶列平. 弹塑性SDOF系统的地震输入能量谱[J]. 工程力学,2008,25(2):28-39. CHENG G Y,YE L P. Earthquake input energy spectrum for inelastic SDOF systems[J]. Engineering Mechanics,2008,25(2):28-39.(in Chinese)
    [5] 陈清军,袁伟泽. 基于长周期地震动记录的SDOF体系能量谱探讨[J]. 振动与冲击,2013,32(10):36-42. CHENG Q J,YUAN W Z. Energy spectrum of SDOF system based on long-period ground motion records[J]. Journal of Vibration and Shock,2013,32(10):36-42.(in Chinese)
    [6] 屠冰冰. 弹塑性SDOF体系地震输入归一化等效速度谱[J]. 北京工业大学学报,2016,42(6):902-911. TU B B. Earthquake input normalized equivalent velocity spectrum for inelastic SDOF systems[J]. Journal of Beijing University of Technology,2016,42(6):902-911.(in Chinese)
    [7] 陶云芳,杨会伟,曹瑞东,等. 等效线性化方法在地震输入能量谱中的应用[J]. 地震工程与工程振动,2016,36(3):193-202. TAO Y F,YANG H W,CAO R D,et al. Application of equivalent linearization method in the earthquake input energy spectrum[J]. Earthquake Engineering and Engineering Dynamics,2016,36(3):193-202.(in Chinese)
    [8] 屠冰冰,赵冬. SDOF体系地震输入能量谱的简化问题研究[J]. 应用力学学报,2015,32(1):151-157. TU B B,ZHAO D. Simplified methods of earthquake input energy spectra for SDOF systems[J]. Chinese Journal of Applied Mechanics,2015,32(1):151-157.(in Chinese)
    [9] 李敏. 考虑场地地震动影响的场地分类方法研究[D]. 北京:中国地震局地球物理研究所,2015. LI M. Study on the site classification method based on seismic site effects[D]. Beijing:Institute of Geophysics,China Earthquake Administration,2015.(in Chinese)
    [10] YU Y,SILVA W J,DARRAGH B,et al. Vs30 estimate for southwest China[J]. International Journal of Geophysics,2016(1):1-11.
    [11] PARK Y,ANG A,WEN Y. Seismic damage analysis of reinforced concrete buildings[J]. Journal of Structural Engineering,1985,111(4):740-757.
    [12] RIDDELL R,GARCIA J. Hysteretic energy spectrum and damage control[J]. Earthquake Engineering & Structural Dynamics,2010,30(12):1791-1816.
    [13] FAJFAR P,VIDIC T,FISCHINGER M. A measure of earthquake motion capacity to damage medium-period structures[J]. Soil Dynamics & Earthquake Engineering,1990,9(5):236-242.
    [14] BRADLEY B A. Correlation of Arias intensity with amplitude,duration and cumulative intensity measures[J]. Soil Dynamics and Earthquake Engineering,2015,78:89-98.
    [15] 公茂盛,谢礼立,章文波. 地震动输入能量衰减规律的研究[J]. 地震工程与工程振动,2003,23(3):15-24. GONG M S,XIE L L,ZHANG W B. Attenuation of input energy of strong ground motion[J].Earthquake Engineering and Engineering Vibration,2003,23(3):15-24.(in Chinese)
    [16] CHOU C C,UANG C M. Establishing absorbed energy spectra-an attenuation approach[J]. Earthquake Engineering and Structural Dynamics,2000,29(10):1441-1455.
    相似文献
    引证文献
    网友评论
    网友评论
    分享到微博
    发 布
引用本文

夏洪流,胡仁杰.弹性SDOF体系输入能量谱的设计表达式[J].土木与环境工程学报(中英文),2019,41(1):89-94. Xia Hongliu, Hu Renjie. Design expressions for input energy spectrum of elastic SDOF systems[J]. JOURNAL OF CIVIL AND ENVIRONMENTAL ENGINEERING,2019,41(1):89-94.10.11835/j. issn.2096-6717.2019.011

复制
分享
文章指标
  • 点击次数:872
  • 下载次数: 1208
  • HTML阅读次数: 662
  • 引用次数: 0
历史
  • 收稿日期:2018-05-19
  • 在线发布日期: 2019-04-04
文章二维码