System identification of linear structures based on Hilbert–Huang spectral analysis. Part 1: normal modes     

Jann N. Yang  Ying Lei  Shuwen Pan  Norden Huang 《地震工程与结构动力学》2003,32(9):1443-1467

Based on the Hilbert–Huang spectral analysis, a method is proposed to identify multi‐degree‐of‐freedom (MDOF) linear systems using measured free vibration time histories. For MDOF systems, the normal modes have been assumed to exist. In this method, the measured response data, which are polluted by noises, are first decomposed into modal responses using the empirical mode decomposition (EMD) approach with intermittency criteria. Then, the Hilbert transform is applied to each modal response to obtain the instantaneous amplitude and phase angle time histories. A linear least‐square fit procedure is proposed to identify the natural frequency and damping ratio from the instantaneous amplitude and phase angle for each modal response. Based on a single measurement of the free vibration time history at one appropriate location, natural frequencies and damping ratios can be identified. When the responses at all degrees of freedom are measured, the mode shapes and the physical mass, damping and stiffness matrices of the structure can be determined. The applications of the proposed method are illustrated using three linear systems with different dynamic characteristics. Numerical simulation results demonstrate that the proposed system identification method yields quite accurate results, and it offers a new and effective tool for the system identification of linear structures in which normal modes exist. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

Effect of causal and acausal filters on elastic and inelastic response spectra     

David M. Boore  Sinan Akkar 《地震工程与结构动力学》2003,32(11):1729-1748

With increasing interest in displacement spectra and long‐period motions, it is important to check the sensitivity of both elastic and inelastic response spectra to the filtering that is often necessary to remove long period artifacts, even from many modern digital recordings. Using two records of very different character from the M=7.1, 1999 Hector Mine, California, earthquake, we find that the response spectra can be sensitive to the corner periods used in causal filtering, even for oscillator periods much less than the filter corner periods. The effect is most pronounced for inelastic response spectra, where the ratio of response spectra computed from accelerations filtered at 25 and 200 sec can be close to a factor of 2 for oscillator periods less than 5 sec. Published in 2003 by John Wiley Sons, Ltd.  相似文献   

Effects of reinforcement slippage on the non‐linear response under cyclic loadings of RC frame structures     

Suchart Limkatanyu  Enrico Spacone 《地震工程与结构动力学》2003,32(15):2407-2424

This paper discusses the importance of including the bond‐slip effects in assessing the response under cyclic loads of reinforced concrete frames. The discussion is based on analyses performed using numerical models which are simple, computationally efficient and capable of representing the salient features of reinforced concrete frames under both static and dynamic loads. The numerical models comprise a displacement‐based, reinforced concrete frame element with bond‐slip and a rigid beam column joint element with bond‐slip. Two applications illustrate the model accuracy and show the importance of including bond‐slip. The first application considers a reinforced concrete beam‐column subassemblage experimentally tested under cyclic loads. The second application considers the shaking table test of a two‐story one‐bay reinforced concrete frame In both cases the analytical results correlate well with the experimental results in terms of strength, displacement demands and hysteretic energy dissipation. Furthermore, the paper shows how the analyses that include bond‐slip yield a better correlation with the experimental results with respect to the analyses that assume a perfect bond. Copyright © 2003 John Wiley & Sons, Ltd.  相似文献   

伸展型脆-韧性剪切带对沃溪钨锑金矿床的构造控制   总被引：6，自引：0，他引：6  

汪劲草  夏斌  雷鸣波  谭碧富 《吉林大学学报(地球科学版)》2003,33(2):135-140

湖西沃溪钨锑金矿床受控于一条伸展型顺层脆-韧性剪切带。带内岩石在非共轴顺层剪切构造动力作用下发生变形分解，形成泥质构造根岩强变形带和砂质构造根岩弱变形域。泵吸中心-弱变形城中的承压矿液沿砂质构造根岩的ab面发生水力压裂而产生“D”型张剪裂隙。构造-流体双重动力系统的周期性振荡使主裂隙系统发生周期性的破裂-愈合作用而形成条带状复脉。矿液是通过隐蔽的低角度正断层、强变形带内的构造面理及弱变形城中的微裂隙系统运移的，说明在靠近滑脱面的弱变形城中水力压裂作用会增强，其矿化类型将以蚀变岩型为主、脉型为辅。  相似文献   

基于单质点体系的多层隔震结构设计方法     

杨巧荣 《地震工程与工程振动》2003,23(4):144-149

本文针对多层隔震结构提出了适合工程技术人员使用的基于单质点体系建立的等价线性化设计方法，这种设计方法结合我国现行的建筑抗震设计规范，将上部结构简化成单质点体系，基于最大设计位移进行地震反应分析，是一种实用设计法。文中以地下1层、地上5层的多层框架结构体系为例进行了分析，并与时程分析法计算结果进行了对比，结果显示本文提出的设计计算方法具有计算简便，计算精度符合工程应用的特点。  相似文献   

时域激电法单极-偶极装置在金矿勘查中的应用          下载免费PDF全文

雒志锋 《地质找矿论丛》2003,18(Z1):146-148,154

文章简述了勘查区地质概况、矿化类型和时域激电单极-偶极布极方式,结合实例说明该装置在确定金矿体的形态、产状等空间位置方面有较好地质效果.  相似文献   

长江口动量系数分布特征研究          下载免费PDF全文

宋志尧  章卫胜 《水科学进展》2003,14(3):354-357

基于长江口1996年3月和9月共23个测点实测水流资料,计算了动量系数的时空变化,并应用线性回归法,计算了特征时间段内的平均动量系数,获得了长江口动量系数时空分布的基本特征:时间上,涨潮大于落潮,洪季大于枯季,而大、中、小潮则依次递增;空间上,自口外向口内,北支呈逐渐增大,而南支呈先增大后减小、口门附近最大的基本特征.由动量系数分析了潮流的摩阻特性,为数值模拟合理选取曼宁系数提供参考.  相似文献   

角度谱在快慢横波分离中的应用     

唐建侯  贺振华  黄德济 《物探化探计算技术》2003,25(1):18-21

横波在穿越裂隙介质时会分裂成平行裂隙的快横波和垂直裂隙的慢横波，其偏振角随着波传播的时间和空间而变化。利用角度谱可以有效地求取偏振角，从而分离快慢横波。这里介绍了角度谱的概念及其应用。  相似文献   

激发极化法在水资源勘查中的应用   总被引：1，自引：0，他引：1  

谢世英  赵延庆周劼 《中国煤田地质》2003,15(1):61-62,64

影响激发极化效应值的因素很多，如岩性、结构、粒度、围岩的电阻率、测量时的供电时间、布极方向及采用的装置等，但水是产生激发极化现象的重要因素。在勘查实例中，依据测井电性参数，选择合理的测量装置及测量参数，采集视电阻率、极化率、激发比数据，按照一定流程对数据资料进行处理和解释，并总结出该方法在水资源勘查中表现的特征和规律。与钻探成果相比，激发极化法的应用效果明显，是一种比较经济有效的水资源勘查手段。  相似文献   

利用混合像元线性分解模型提取卧龙泉地区粘土蚀变信息   总被引：4，自引：2，他引：4       下载免费PDF全文

刘成  金成洙  李笑梅  王丹丽 《地质找矿论丛》2003,18(2):131-133,137

利用混合像元线性分解模型提取植被覆盖中等的辽南卧龙泉地区植被丰度图像，并依此进一步提取了该区域的粘土类蚀变信息。在使用混合像元线性分解基本模型的同时，也结合研究目标对其进行了改进与补充，效果令人满意，为中等植被覆盖区的专题信息的提取提供了一种方法。  相似文献