摘要
为了获得考虑P-Δ效应的强度折减系数R谱和弹塑性动力放大系数β谱,对理想弹塑性(EPP)滞回模型的单自由度体系在地震作用下的响应进行分析,得到不同场地类别、结构自振周期、位移延性、阻尼比和二阶效应的反应谱,并利用2个特征周期Tga和TgR对横轴进行标准化处理.结果表明:周期标准化的R谱和β谱很好地保留了特征周期处的峰值特性,延性、结构周期、二阶效应和阻尼比都对β谱起着显著影响,利用β谱来计算弹塑性地震力,要比采用R来对弹性地震力折减的结果更加理想.
To investigate strength reduction factor R and dynamic magnification factor β,dynamic response of single degree of freedom（SDOF） elastic-perfectly plastic（EPP） hysteretic system are analysed.The influence of site types,natural vibration periods,displacement ductilities,damping ratios and P-Δ effect coefficients are taken into account.The characteristic periods Tga and TgR are used to normalize the R spectra and β spectra.Results indicate that ductility,damping ratio and P-Δ effect coefficient all have obvious effect on R and β.β produces more ideal effect than R on elastic-plastic seismic force calculation.
出处
《哈尔滨工业大学学报》
EI
CAS
CSCD
北大核心
2011年第6期127-131,共5页
Journal of Harbin Institute of Technology
基金
国家自然科学基金资助项目(51078328)
关键词
理想弹塑性滞回模型
地震力折减系数
动力放大系数
特征周期
二阶效应
elastic-perfectly plastic hysteretic model
seismic force reduction factor
dynamic magnification factor
characteristic period
P-Δ effect
