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双向地震作用下等延性系数的标准化滞回能量反应谱

, PP. 178-186

Keywords: 双向地震作用,滞回能量反应谱,延性系数,场地类别

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Abstract:

目前滞回能量反应谱的研究几乎都是以单自由度体系和单向地震输入为前提,没有考虑地震动的多维性和结构非线性反应的空间耦合性,为此建立了屈服关系满足二维屈服面函数的单质点双自由度体系能量分析模型,提出双向地震下标准化滞回能量反应谱理论。以硬、中、软土场地的178条地震记录为激励,建立了统计平均的标准化滞回能量谱。与单自由度体系滞回能量谱的比较表明在很多情况下单自由度体系滞回能量谱值偏低。分析了场地类别、延性系数、两主轴方向周期比对标准化滞回能量谱的影响,分析表明标准化滞回能量谱具有典型的场地特征;延性系数对软土场地的谱值影响比较明显,而对硬土和中等场地的谱值影响相对较小;周期比对谱值也具有一定影响。

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