层状动力地基、贮仓结构、层状地基—贮仓结构相互作用系统的参数识别
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摘要
本文进行了层状动力地基参数识别,贮仓结构参数识别,和层状地基—贮仓结构相互作用系统的参数识别。在进行层状动力地基参数识别时首先依据实际地基土的特征建立了层状动力地基的分析模型,然后运用最小二乘识别理论,采取迭代求解和分段求解的方式,建立了基岩输入运动未知或地层动力响应数据有限条件下的层状动力地基参数的时域识别方法。所建立的方法可用于地震荷载作用下集中剪切型土体动力响应计算模型中动力系数矩阵的确定,首次从时域识别的角度为地基参数的确定提供了一种新的方式。在进行贮仓结构的参数识别时,根据贮仓结构有别于其它土木结构的特征和相关的构筑物规范与标准,建立了贮仓结构的多质点体系分析模型,并且,采取自由度凝聚的方法,解决了贮仓结构参数识别中转角自由度不易测量的问题。此外,利用贮仓结构的模态试验数据,建立了贮仓结构参数的频域识别方法,并利用贮仓结构的动力响应数据,建立了贮仓结构参数的时域识别方法。所建立的贮仓结构参数识别方法,对于使用了若干年但尚在服务年限之内的旧贮仓,可用来进行结构的损伤估计;对于新建贮仓,可用来对未来地震条件下结构响应的分析模型中的计算参数进行确定。并且,对于类似于贮仓之类的板壳结构的参数识别,亦有借鉴意义。在进行层状地基—贮仓结构相互作用系统的参数识别时,首先建立了层状地基—贮仓结构相互作用系统的分析模型,然后分析层状地基—贮仓结构的相互作用特征,并在此基础上建立了该系统的运动方程。此后,运用非线性滤波理论,将系统中的未知参数作为增加的状态变量,建立了层状地基—贮仓结构相互作用系统的参数识别方法。所建立的方法可用于地震载荷作用下的地基—结构相互作用系统中多质点体系的动力系数矩阵的识别问题,首次解决了土一结构这类复合系统的参数识别问题。
The paper carry out parameters identification of the layer dynamic foundation, the storehouse structure, and the layer foundation—storehouse structure system. Identifying the parameters of the layer dynamic foundation, the analysis model of the layer foundation is built according to the characterisic of the strata, and on the basis of the identification theory of Least—Square, the time domain identification method of the layer dynamic foundation is established by means of solving iteratively and identifying stage by stage. The method can be used in the layer foundation panameters identification under the condition of unknowing the input motion from base rock and the limited measurement data of the strata response, and the method can be applied to determination of the dynamic coefficient matric in the dynamic response computation model of the lumped mass system. Identifying the storehouse structura parameters, according to the chanacteristic of the storehouse structure and the standard of the relative construction the N—degree of freedom lumped mass system of the storehouse structure is established, and the problem of measuring difficultly the rotation freedom in the parameters identification of the storehouse structure is solved. In addition, the identification methods in frequency domain and time domain established respectively by utilizing the modal experiment data or the strata dynamic respose of the storehouse structure. These methods can be applied to the nondestructive evaluation for the old storehouse structures which have been used for many years, or the determination of the computation pa-
The paper carry out parameters identification of the layer dynamic foundation, the storehouse structure, and the layer foundation—storehouse structure system. Identifying the parameters of the layer dynamic foundation, the analysis model of the layer foundation is built according to the characterisic of the strata, and on the basis of the identification theory of Least—Square, the time domain identification method of the layer dynamic foundation is established by means of solving iteratively and identifying stage by stage. The method can be used in the layer foundation panameters identification under the condition of unknowing the input motion from base rock and the limited measurement data of the strata response, and the method can be applied to determination of the dynamic coefficient matric in the dynamic response computation model of the lumped mass system. Identifying the storehouse structura parameters, according to the chanacteristic of the storehouse structure and the standard of the relative construction the N—degree of freedom lumped mass system of the storehouse structure is established, and the problem of measuring difficultly the rotation freedom in the parameters identification of the storehouse structure is solved. In addition, the identification methods in frequency domain and time domain established respectively by utilizing the modal experiment data or the strata dynamic respose of the storehouse structure. These methods can be applied to the nondestructive evaluation for the old storehouse structures which have been used for many years, or the determination of the computation pa-
引文
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