Non‐linear system identification of the versatile‐typed structures by a novel signal processing technique

Non‐linear structural identification problems have raised considerable research efforts since decades, in which the Bouc–Wen model is generally utilized to simulate non‐linear structural constitutive characteristic. Support vector regression (SVR), a promising data processing method, is studied for versatile‐typed structural identification. First, a model selection strategy is utilized to determine the unknown power parameter of the Bouc–Wen model. Meanwhile, optimum SVR parameters are selected automatically, instead of tuning manually. Consequently, the non‐linear structural equation is rewritten in linear form, and is solved by the SVR technique. A five‐floor versatile‐type structure is studied to show the effectiveness of the proposed method, in which both power parameter known and unknown cases are investigated. Copyright © 2007 John Wiley & Sons, Ltd.     

Robust H∞ control for aseismic structures with uncertainties in model parameters

This paper presents a robust H∞ output feedback control approach for structural systems with uncertainties in model parameters by using available acceleration measurements and proposes conditions for the existence of such a robust output feedback controller. The uncertainties of structural stiffness, damping and mass parameters are assumed to be norm-bounded. The proposed control approach is formulated within the framework of linear matrix inequalities, for which existing convex optimization techniques, such as the LMI toolbox in MATLAB, can be used effectively and conveniently. To illustrate the effectiveness of the proposed robust H∞ strategy, a six-story building was subjected both to the 1940 El Centro earthquake record and to a suddenly applied Kanai-Tajimi filtered white noise random excitation. The results show that the proposed robust H∞ controller provides satisfactory results with or without variation of the structural stiffness, damping and mass parameters.     

浅析解析测图仪相对定向的不定性

通过长期的生产实践提出了相对定向不定性的问题,从相对定向的数学关系着手,列出解求相对定向元素的方程组,分析了产生相对定向不定性的原因,提出了相对定向的结果必须是模拟显示结果与数字显示结果的统一.     

正交矩阵的若干性质

通过对正交矩阵的深入研究，得到正交矩阵的一系列常用性质。     

关于金矿构造化探问题的探讨

构造控矿是找矿地质学和矿床地质学非常重要的问题，分别从主成矿阶段矿物组合，基底控矿，盖层，岩体，重磁线性构造，矿床密集区及系统论工程的角度探讨了金矿构造化探问题。     

重磁数据的线性滤波与反演失真问题

文中对国内研制的4种主要线性滤波方法进行了对比分析。选出一种具代表性的滤波方法,用计算机模拟观测场,探讨了在复杂干扰下重磁异常因滤波引起的失真,并就重磁异常在因滤波而引起失真的情况下如何反演解释,提出了可行的办法和建议。     

顾及起始数据误差的双点测边交会的精度计算

推导了起始数据误差对双点测边交会定点精度影响的估算式，并依此给出顾及起始数据误差的点位精度计算公式。     

利用强震记录分析场地的地震反应

利用唐山近场强震记录对如何分析场地反应进行研究，分析比较了多种方法:线性反演法、传统的谱比法以及接收函数法．通过比较研究，发现各种方法都能给出土层场地的卓越周期，但每种方法给出的场地反应不完全相同．其中，传统的谱比法与线性反演法的结果较为接近，而接收函数法的结果则同其它两种方法的结果相差较大．在线性反演法中，给出了Ｓ波的品质因子QS，QS 在0.5～32Ｈz范围内与频率有关:QS（f）＝67 f 1.1．      

粘弹性介质中的地震波

给出了三元件的标准线性粘弹性固体在半平面内传播的地震波的解析解，它是由已知的弹性半平面内的解析解迭粘滞性解而得，从而克服了视地壳为二元件粘弹性体的Voigt模型或Maxell模型的缺点。     

线性石蜡基钻井液的试验研究

近期在室内研制成功了新型的第二代合成基钻井液的代表——线性石蜡基钻井液。首先从大量的试验结果中优选出了线性石蜡基钻井液配方 ,在此基础上 ,对线性石蜡基钻井液的性能进行了系统的评价。研究结果表明 ,优选出的线性石蜡基钻井液配方简单。和柴油基钻井液相比 ,线性石蜡基钻井液具有优良的热稳定性、页岩抑制性、润滑性能和储层保护性能 ,可用作深井复杂地层的钻井液