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桥梁抗震设计反应谱统一计算方法 被引量:3

Unified Calculation Method of Design Response Spectrum in Bridge Seismic Design Code
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摘要 国内外各类抗震设计规范对设计反应谱给出了不同的计算方法,通过对各类反应谱的计算方法进行对比分析;同时利用世界范围内大地震时获得的数字强震仪记录,计算出相应的加速度反应谱;结合结构动力学理论分析及统计分析方法,提出了设计反应谱统一计算公式,对开展桥梁工程的抗震分析和设计具有参考价值。 Various domestic and foreign seismic design codes give different calculation methods on the design response spectrum.This paper makes a contrastive analysis of the different calculation methods for various types of response spectrum;and the corresponding acceleration response spectrum of the digital strong motion earthquake records obtained in the world range is calculated;and combined with the structural dynamics analysis and statistical analysis method,the unified calculation method of the design response spectrum is proposed.Finally,research achievements is proved to be a reference for the analysis and design of bridge seismic engineering.
出处 《公路工程》 北大核心 2015年第5期91-95,共5页 Highway Engineering
基金 教育部高等学校博士学科点专项科研基金项目(2012360111001) 江西省教育厅科学技术研究项目(GJJ11299) 江西省自然科学基金项目(2014 BAB 216009)
关键词 设计反应谱 地震 抗震设计规范 计算方法 design response spectrum earthquake seismic design code calculation method
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参考文献6

  • 1JTG/TB 02-01-2008,公路桥梁抗震设计细则[S].
  • 2GB50011-2010,建筑抗震设计规范[S].
  • 3CJJ166-2011.城市桥梁抗震设计规范[S].2011.
  • 4Eurocode 8 ,Design of structures for earthquake resistance, Part 1 :General rules, seismic actions and rules for buildings for DRAFTNo. 6[ S]. European Committee for Standardization,2003.
  • 5NEHRP Recommended provisions for the development of seismicregulation for new buildings and other structures, FEMA450, Part 1(Provisions) and Part 2 (Commentary) [ S ], Building Seismic Safe-ty Council, 2004.
  • 6Clough Ray W. Dynamics of structures, [ M ]. Computers & Struc-tures ,Inc. ,2003.

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