基于波动理论的结构损伤识别研究进展

目前人们对于结构的使用安全越来越重视,结构在日常使用或灾后的损伤识别检测也变得尤为重要。近年来国内外对于波在结构中的传播理论进行了深入研究,基于波动理论的结构损伤识别方法也取得了一定进展。文章首先介绍波在介质中的传播以及在各种类型结构中的传播规律和传播特性,其次从基于波传播理论的结构损伤识别、基于Lamb波的结构损伤识别、波动理论和神经网络相结合、波动理论与其他技术或算法的融合4个方面对国内外基于波动理论对结构损伤识别方法的研究成果进行综述。     

基于频率摄动理论识别悬臂梁损伤方法的试验研究

将悬臂梁的振动理论和矩阵摄动理论相结合,推出悬臂梁损伤或缺陷的识别公式.通过2根钢悬臂梁的试验,测出其损伤前后的频率,并根据测试结果对梁的损伤程度进行判定.结果表明,用摄动理论不仅可以识别悬臂构件的损伤位置,还可以定量求出其损伤程度.     

震后预报的某些研究

通过研究华北北部中强以上地震震后地震活动，地形变、地电阻率、水化学和水位变化特征，给出了各单项方法识别震后效应与新地震异常的标志。为了综合判别震后短临异常变化是震后效应或新异常，研制了一套综合识别计算机程序系统，该系统考虑了已发生的强震序列类型，地震活动背景特征以及强震前后前兆短临异常变化形态，充分利用专家的知识与经验进行推理和判断。通过运行典型事例表明该系统功能较强，使用方便。系统的实现是专家系     

一种有效的结构动态参数识别方法

本文以优化算法中单纯形法为基础,提出了一种只有利用实测的结构模态部分信息识别其结构参数的方法。数值计算表明,该算法具有良好的精度和适用性。     

Inversion of focal mechanism and events identification using an improved relative amplitude method

The relative amplitude method(RAM) is more suitable for source inversion of low magnitude earthquakes because it avoids the modeling of short-period waveforms.We introduced an improved relative amplitude method(IRAM) which is more robust in practical cases.The IRAM uses a certain function to quantify the fitness between the observed and the predicted relative amplitudes among direct P wave,surface reflected pP and sP waves for a given focal mechanism.Using the IRAM,we got the fault-plane solutions of two ea...     

System identification of the Vincent Thomas suspension bridge using earthquake records

The Vincent Thomas Bridge in the Los Angeles metropolitan area, is a critical artery for commercial traffic flow in and out of the Los Angeles Harbor, and is at risk in the seismically active Southern California region, particularly because it straddles the Palos Verdes fault zone. A combination of linear and non‐linear system identification techniques is employed to obtain a complete reduced‐order, multi‐input–multi‐output (MIMO) dynamic model of the Vincent Thomas Bridge based on the dynamic response of the structure to the 1987 Whittier and 1994 Northridge earthquakes. Starting with the available acceleration measurements (which consists of 15 accelerometers on the bridge structure and 10 accelerometers at various locations on its base), an efficient least‐squares‐based time‐domain identification procedure is applied to the data set to develop a reduced‐order, equivalent linear, multi‐degree‐of‐freedom model. Although not the main focus of this study, the linear system identification method is also combined with a non‐parametric identification technique, to generate a reduced‐order non‐linear mathematical model suitable for use in subsequent studies to predict, with good fidelity, the total response of the bridge under arbitrary dynamic environments. Results of this study yield measurements of the equivalent linear modal properties (frequencies, mode shapes and non‐proportional damping) as well as quantitative measures of the extent and nature of non‐linear interaction forces arising from strong ground shaking. It is shown that, for the particular subset of observations used in the identification procedure, the apparent non‐linearities in the system restoring forces are quite significant, and they contribute substantially to the improved fidelity of the model. Also shown is the potential of the identification technique under discussion to detect slight changes in the structure's influence coefficients, which may be indicators of damage and degradation in the structure being monitored. Difficulties associated with accurately estimating damping for lightly damped long‐span structures from their earthquake response are discussed. The technical issues raised in this paper indicate the need for added spatial resolution in sensor instrumentation to obtain identified mathematical models of structural systems with the broadest range of validity. Copyright © 2003 John Wiley & Sons, Ltd.     

测井曲线概率分布法识别四川盆地火山岩气水层

火山岩的矿物成分复杂,主要矿物有石英、正长石、斜长石、云母、角闪石、辉石和橄榄石.不同岩性的储层物性和孔隙结构类型各不相同,这给火山岩气水层判别造成很大困难.基于测井资料,首先采用中子-密度交会图的方法求取孔隙度,然后结合实验室的岩电参数以及测井的电阻率曲线,构建P1/2概率分布曲线,根据概率曲线的分布形态来识别火山岩...     

黄河和长江沉积角闪石亲石元素地球化学特征对比与物源辨识

为辨识黄河和长江入海沉积物中角闪石的物源差异,对采自黄河口段、长江口段以及废黄河口和苏北沿岸,共26个样点、38组粒度粗细不同的碎屑角闪石进行了矿物元素地球化学测试,获得了这些角闪石群体的50种常量和微量元素含量值.结果表明:不同粒级测量的同源角闪石元素含量除少数大离子活泼元素相对偏差较大之外,大部分元素含量差异性较小...     

内蒙古额尔古纳红水泉地区奥陶系乌宾敖包组沉积时代及物源区分析:碎屑锆石U-Pb年代学,Lu-Hf同位素地球化学证据

选取内蒙古额尔古纳红水泉地区奥陶系乌宾敖包组石英砂岩进行碎屑锆石U-Pb年龄、原位Lu-Hf同位素研究,尝试限定该地层形成时代及碎屑物质来源,并探讨其沉积大地构造环境。结果显示,采自该地层的2个砂岩样品中的碎屑锆石多数发育典型的岩浆振荡生长环带,呈自形–半自形且具有较高的Th/U值(0.12~1.63),均暗示它们多数为岩浆成因。结合微量元素特征及稀土元素配分模式图,认为碎屑锆石寄主岩石应为花岗质杂岩体。2个砂岩样品具有相似的年龄和Hf同位素组成,锆石年龄分布大致可分为3个主要年龄区间:(1)440~540 Ma,主峰值年龄约为492 Ma和506 Ma,次峰值年龄为447 Ma;ε_Hf(t)值介于?2.77~+11.73之间,Hf的两阶段模式年龄为680~1636 Ma;(2)750~950 Ma,主峰值年龄为805 Ma,次峰值年龄为825 Ma和961 Ma;ε_Hf(t)值介于?1.14~+11.43之间,Hf的两阶段模式年龄为1100~1824 Ma;(3)1700~2000 Ma,峰值年龄为1787 Ma;ε_Hf(t)值介于?9.18~?2.75之间,Hf的两阶段模式年龄为2682~3016 Ma。所有样品碎屑锆石ε_Hf(t)值为?9.18~+11.73,Hf的两阶段模式年龄为680~3016 Ma,大部分锆石的Hf同位素组成集中于球粒陨石与亏损地幔标准线之间,表明沉积物源以早古生代和新元古代新增生地壳物质为主,同时存在少量中元古代晚期古老地壳物质的活化改造。结合前人已报道的邻区相关岩体年代学及地球化学资料,研究区乌宾敖包组的沉积时代不早于晚奥陶世,沉积物主要来自额尔古纳和兴安地块的近缘碎屑物,其形成与早古生代时期古亚洲洋演化过程中额尔古纳与兴安地块碰撞拼贴以及随后的伸展垮塌相关。     

青海木里三露天天然气水合物钻孔岩性测井识别

三露天井田具有断层发育、地层缺失和重复明显、岩性种类较多等特点,岩性识别难度较大。为此,专门利用测井资料对三露天井田地层岩性进行了岩性识别研究。通过对14个天然气水合物钻孔不同岩性的测井响应特征分析,优选了自然伽马、中子和密度测井作为岩性识别敏感参数,并采用交会图技术制作了岩性识别图版,建立岩性划分标准,对三露天井田地层岩性进行识别与划分。利用测井资料能够识别7种主要岩性,包括砂岩、粉砂岩、泥质粉砂岩、粉砂质泥岩、泥岩、油页岩和煤等。根据岩性测井识别结果,三露天井田岩性分布特征在横向上表现为东部砂岩物性好,西部地区泥岩较为发育;纵向上表现为木里组地层砂泥比为4.48,含有煤层204.5 m;江仓组地层砂泥比为0.84,泥岩和油页岩较为发育,更有利于水合物赋存。测井岩性识别结果为寻找三露天井田天然气水合物有利储层奠定了基础。