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基于差异谱的完全非平稳地震波与目标谱一致的调整方法 被引量:1

Adjusting method of fully nonstationary earthquakes compatible with target response spectrum based on difference spectrum
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摘要 提出了一种使地震波拟合目标反应谱的随机方法,该地震波同时具有完全非平稳特性。首先以实际地震记录为基础,对比其反应谱与目标反应谱得到差异谱,以差异谱为目标利用谱表现方法生成与差异谱吻合的差异地震波,并用对数正态分布的概率密度函数来表征地震动的强度非平稳特性,再叠加实际地震记录和生成的差异地震波得到与目标反应谱一致的完全非平稳地震波。由此得到的地震波频率非平稳特性比较接近实际地震记录,且其反应谱与目标反应谱吻合较好,可将其用于工程结构的抗震分析中。 A stochastic method for making earthquakes compatible with target response spectrum was proposed. In the mean time, the earthquakes had fully nonstationary characteristics. First, the difference spectrum was gotten by comparing the response spectra of a recorded ground motion and the design response spectrum, then generated difference earthquakes compatible with difference spectrum through spectral representation method; second, the probability density function of lognormal distribution was adopted to express intensity nonstationary characteristics ; finally, obtained spectral compatible fully nonstationary earthquakes by adding different earthquakes to the recorded earthquake. The frequency nonstationary characteristics of simulated earthquakes were close to ground motion records, and the response spectrum of generated earthquakes fitted the target response spectrum well. Hence, the method can be used in structural seismic analysis.
出处 《南京工业大学学报(自然科学版)》 CAS 北大核心 2017年第1期111-119,共9页 Journal of Nanjing Tech University(Natural Science Edition)
基金 国家自然科学基金(51178219)
关键词 差异谱 完全非平稳特性 目标反应谱 difference spectrum fully nonstationary characteristics target response spectrum
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  • 1廖述清,裴星洙,周晓松,张立.长周期地震动作用下结构的弹塑性地震反应分析[J].建筑结构,2005,35(5):24-27. 被引量:23
  • 2李洪泉,欧进萍.剪切型钢筋混凝土结构的地震损伤识别方法[J].哈尔滨建筑大学学报,1996,29(2):8-12. 被引量:19
  • 3刘伟庆,王曙光,杜东升.宿迁海关业务大楼基础隔震分析报告[R].南京:南京工业大学,2007.
  • 4刘伟庆,程华群.宿迁开发区商务中心基础隔震分析报告[R].南京:南京工业大学建筑技术发展中心,2006.
  • 5Feng Demin, Liu Wenguang, Masuda Keiji, et al. A comparative study of seismic isolation codes worldwide [C]// First European Conference on Earthquake Engineering and Seismology. Geneva Switzerland: [ s. n. ] ,2006.
  • 6Higashino M, Okamoto S. Response control and seismic isolation of buildings[M]. Great Britain: Taylor & Francis, 2006.
  • 7和田章,久保哲夫,可児長英,等.免震建築物の技術基準解說及び計算例とその解說[M].東京:工学図書株式会社,2001.
  • 8程华群,刘伟庆,王曙光.高层隔震建筑设计中隔震支座受拉问题分析[J].地震工程与工程振动,2007,27(4):161-166. 被引量:47
  • 9李洪泉.钢筋混凝土结构地震损伤识别与耗能减震加固理论与试验研究[D]. 哈尔滨:哈尔滨建筑大学,1996.
  • 10Bracci J M, Reinhorn A M. Deterministic nodel for seismic damage evaluation of reinforce concrete structure[P].Technical Report NCEER-89-0033,1989.

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