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基于Pushover方法的框筒结构在水平地震作用下的层间耗能研究 被引量:3

Analysis of Energy Dissipation among Stories of Reinforced Concrete Frame-tube Structure under Horizontal Earthquake Based on Pushover Method
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摘要 地震中输入结构的能量,首先应考虑的是它在结构层间的分布情况,层间耗能规律是结构抗震分析与设计的能量方法中的一个主要部分之一。本文通过一12层的钢筋混凝土框筒结构实例,利用pushover方法分析了其层间耗能分布规律,与非线性动力时程需要选取地震波的不确定性相比,采用该法可以减少分析时间,同时获得较为稳定的分析结果;通过改变该框筒各主要结构参数,得出了各种参数变化对结构能量集中趋势的影响。 The distribution of hysteretic energy among stories should be considered first when the energy imparted to structure during earthquake is studied and it is a major part of energy method in seismic analysis and design of structures. In this paper, pushover analysis is used to get the hysteretic energy among stories of one 12-story reinforced concrete frame-tube structure, and comparison with nonlinear dynamic analysis shows that this method can reduce the time of analysis as well as get more stable result. By changing some major parameters of the frame-tube structure, the influence of these parameters on the trend of energy concentration is got.
出处 《工程抗震与加固改造》 2006年第3期1-6,共6页 Earthquake Resistant Engineering and Retrofitting
基金 高等学校博士学科点专项科研基金资助课题(20020532010)
关键词 转换层 钢筋混凝土框筒结构 PUSHOVER分析 层间能量分布 层间弹塑性位移 非线性动力时程分析 transfer story reinforced concrete frame-tube structure pushover analysis energy distribution among stories nonlinear dynamic histroy analysis
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参考文献8

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共引文献24

同被引文献24

  • 1史庆轩,熊仲明,李菊芳.框架结构滞回耗能在结构层间分配的计算分析[J].西安建筑科技大学学报(自然科学版),2005,37(2):174-178. 被引量:24
  • 2刘哲锋,沈蒲生,龚胡广.钢框架-钢筋混凝土剪力墙结构的地震能量反应分析[J].地震工程与工程振动,2007,27(2):69-73. 被引量:7
  • 3朱建华,沈蒲生.基于能量原理的钢筋混凝土筒体结构抗震性能研究[J].地震工程与工程振动,2006,26(5):109-113. 被引量:9
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  • 5Hyunhoon Choi,Jinkoo Kim.Energy-based seismic design of budding-restniined braced frames,using hysteretic energy speetrum[J].Engineering Structures,2006,28
  • 6[2]Peter Fajfar.Capacity spectrum method based on inelastic demand spectra.Earthquake Engineering and Structural Dynamics,1999,28:979~993.
  • 7[3]Uang C,Bertero V V.Evaluation of seismic energy in structure.Earthquake Engineering and Structural Dynamics,1990,19:177~190.
  • 8[4]Gaetano Manfredi.Evaluation of seismic energy demand.Earthquake Engineering and Structural Dynamics,2001,30:485~499.
  • 9[5]Peter Fajfar,Tomaz Vidic.Consistent inelastic design spectra.:hysteretic and input energy.Earthquake Engineering and Structural Dynamics,1994,23:523~537.
  • 10[7]Federal Emergency Management Agency.Guidelines and Commentary for the Seismic Rehabilitation of Buildings.FEMA 1998:273~274.

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