地震多点输入模型中影响矩阵R的意义与注记
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摘要
在多点地震输入(差动输入)计算模型中,时域或频域分析均会涉及到一个重要参数,即影响矩阵R=-K-1ttKts。定性揭示了R的数学和物理意义,定量论证R的固有特征,并给予图解说明和算例论证,证明由R计算得到的拟静力响应在数学意义层面独立于结构的动力反应,而在物理意义层面二者并非相互独立而存在。
The influence matrix R=-K_(tt)~(-1)K_(ts) is an important parameter in calculation models,including the models for time or frequency-domain analysis,and for multiple-input structural analysis.In this paper,the mathematical and physical meaning of parameter R are discussed,and its natural characteristics are given and demonstrated through a numerical example.It is shown that the pseudo-static response obtained from R is independent from the dynamic response in mathematical meaning,but not in physical meaning.
引文
[1]Clough R W,Penzien J.Dynamics of structures[M].New York:McGraw-Hill,1975:397-398.
    [2]Yamamura N,Tanaka H.Response analysis of flexible MDF systems for multiple-support seismic excitations[J].Earthquake Engineering&Structural Dynamics,1990,19:345-357.
    [3]王君杰.多点多维地震动随机模型及结构的反应谱分析[D].哈尔滨:国家地震局工程力学研究所,1992.
    [4]Berrah M,Kausel E.A modal combination rule for spatially varying seismic motions[J].Earthquake Engineering&Structural Dynamics,1993,22(9):791-800.
    [5]Chin-Hsiung L,Bao-Ding K.An efficient analysis of structural response for multiple-support seismic excitations[J].Engineering Structures,1995,17(1):15-26.
    [6]Kahan M,Gibert R.Influence of seismic waves spatial variability on bridges:a sensitivity analysis[J].Earthquake Engineering&Structural Dynamics,1996,25(8):795-814.
    [7]李杰,李建华.多点地震激励下结构随机地震反应分析的反应谱方法[J].地震工程与工程振动,2004,24(3):21-29.Li Jie,Li Jianhua.A response spectrum method for random vibration analysis of structures under multisupport excitation[J].Earthquake Engineering and Engineering Vibration,2004,24(3):21-29.(in Chinese)
    [8]叶继红,孙建梅.多点激励反应谱法的理论研究[J].应用力学学报,2007,24(1):47-53.Ye Jihong,Sun Jianmei.Response spectrum method for multi-support seismic excitation[J].Chinese Journal of Applied Mechanics,2007,24(1):47-53.(in Chinese)
    [9]苏亮,董石麟.水平行波效应下周边支承大跨度单层球面网壳的地震反应[J].空间结构,2006,12(3):24-30.Su Liang,Dong Shilin.Seismic response of a large span single layer reticular dome with surrounding columns considering horizontal wave passage effect[J].Spatial Structure,2006,12(3):24-30.(in Chinese)
    [10]Annil K C.结构动力学理论及其在地震工程中的应用[M].谢礼立,吕大刚,译.2版.北京:科学出版社,2010:10.

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