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李杰 《地震工程与工程振动》2001,(Z1)
结构质量评价对我国住宅产业的发展具有重要意义。本文提出一种基于复合反演算识别高层建筑刚度和阻尼的型动力评定技术。给出了两种解决混合反演问题的时域方法，并通过实例诠释了该方法在局部振动和环境激励下应用的可行性，将此技术结合传统的材料强度测试及静态无损捡测技术，可建立一种包含动力检测方法的新型工程质量评定体系。 相似文献
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震源参数反演及精度评定的Bootstrap方法 总被引：1，自引：0，他引：1
在震源参数反演理论研究中,地表形变与震源参数之间为复杂多维的非线性关系,针对传统泰勒级数展开的精度评定方法可能无法适用于震源参数的精度评定问题,本文将Bootstrap方法引入到震源参数非线性反演及精度评定研究中.通过对GPS地表形变观测数据实施Bootstrap重采样获取自助样本,使用遗传算法(Genetic Algorithm,GA)搜索震源参数,设计并给出了震源参数精度评定的Bootstrap方法计算流程.将本文方法用于6个模拟地震、Amatrice地震及Visso地震实验中,通过反演震源参数、获取参数的置信区间及中误差,并与Jackknife方法、Monte Carlo方法进行对比分析.实验结果表明,通过执行本文精度评定方法能够获取比Jackknife方法更加可靠的震源参数置信区间以及更加精确的精度信息.实验验证了将Bootstrap方法用于震源参数精度评定的有效性和可靠性,为研究震源参数精度评定理论研究提供了一种新的采样思路. 相似文献
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利用建立的煤体表面电位实验系统,研究了煤体在单轴压缩、拉伸、三点弯曲等不同破坏方式下的表面电位效应特征和规律. 研究结果表明, 煤体在受载破坏时能够产生表面电位, 并且表面电位与载荷呈较好的一致性,它们之间的相关系数可达到0.6～0.9;同时,载荷的变化会引起表面电位相应的变化,表面电位信号一般随载荷的增加而增强, 随载荷的降低而减弱;并且表面电位在煤样表面上的分布是随载荷增加及煤样的破坏而变化的. 通过煤体表面电位的研究, 对进一步深入研究煤体破裂电磁辐射的产生机理, 促进煤岩电磁辐射技术的发展和应用具有一定的作用. 同时,对于煤体表面电位的深入研究,可望为评定煤矿现场煤体应力状态及其稳定性、监测预报煤岩动力灾害提供一种新的方法和手段. 相似文献
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本文介绍了用灰色聚类法对最具有工程意义的Ⅵ-ⅩⅠ度烈度进行评定的方法.一般说来,在Ⅵ-ⅩⅠ度的烈度范围内,房屋的破坏现象是评定烈度的主要标志.因此,笔者把Ⅵ-ⅩⅠ度烈度分成六类,把房屋破坏现象分成轻损、损坏、破坏和倾倒四种,以此为聚类指标.为了使指标定量化,对每一指标进行了评分,同时把欲调查的地区作为聚类对象.再根据实际样本进行灰色聚类后,便可判断震后某地的地震烈度属于几度.从房屋破坏现象评定烈度这一点出发,本文还提出了考虑其它因素的一般的评定烈度的方法.此外,还对几个实际震例作了具体的计算.结果表明,用灰色聚类法评定地震烈度是简单可行的. 相似文献
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基于振动台的动力子结构试验界面反力获取方法 总被引：2，自引：0，他引：2
基于振动台的实时子结构动力试验是一种新型的结构动力试验方法.该试验方法引入了“子结构”这一概念,不仅减小了常规振动台试验对于试验规模的限制,而且克服了拟动力子结构试验中无法考虑加载速率影响的问题.由于该试验方法将整体结构拆分为数值子结构和物理子结构两部分,二者之间通过交界面相互作用力实现实时数据交互,以保证子结构体系与... 相似文献
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利用GIS技术对地震危险等级进行评定时,由于其地形控制点选取合理性较差,导致其所采集遥感图像清晰度较低,地震等级评定不够精准。针对此问题提出一种新的地震灾情遥感信息危险等级在线应急评定方法。利用图像几何校正法,对遥感图像进行分幅裁剪,基于裁剪结果选取地面控制点,提取有价值遥感数据信息,建立遥感解译评估指标。将推导出的综合震灾指数引入到指标中,将各个评价单元的信息进行等级排序和划分,完成地震灾情遥感信息危险等级在线应急评定。仿真实验中,对所提方法和GIS地震危险等级评定方法进行有效性对比测试。实验结果表明,地震灾情遥感信息危险等级在线应急评定方法提升了灾情地形控制点选取的合理性,使获取的遥感图像更清晰,灾情等级评定结果更精准。 相似文献
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隔震结构地震反应分析的实用计算方法 总被引：6，自引：0，他引：6
根据上部结构和隔震单元特性对隔震结构反应的影响,提出了可用于隔震结构反应分析的简易方法,避免从数学上求解耦联的非线性方程.将隔震层的恢复力模型等效线性化,以结构动力响应的Duhamel积分为基础,提出了一种新的结构动力响应的数值计算方法. 相似文献
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本文研究了钢构架悬吊锅炉的动力特性和地震反应,其主要内容为:1.测量了60万千瓦锅炉构架的动力特性,得到了第一、二、三阶振动周期,振型和阻尼值。2.用有限元法计算了60万千瓦锅炉构架的空间动力特性和地震反应。3.给出了悬吊锅炉抗震设计简化分析方法,用该方法计算了60万千瓦锅炉的动力特性和地震反应。用两种方法算得的周期和振型与实测结果基本上吻合;用两种方法算得的地震反应也基本上一致。 相似文献
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无损检测技术在桩基检测等方面应用广泛,但如果桩体存在多层缺陷,采用常规测试手段评价桩体质量往往有一定的局限性,难以满足工程的特殊需要.采用跨孔电磁层析技术对桩基础进行检测,是一种新的尝试.文中结合工程实例比较了这一新的检测方法与低应变桩基动力检测结果以说明其效果. 相似文献
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不同比例钢-混凝土混合结构高层建筑动力相似关系试验研究 总被引：3，自引：0，他引：3
模型试验的动力相似理论是结构抗震试验技术中的一个基础性研究课题。本文设计实现了1/10、1/20和1/30三个不同比例的钢-混凝土混合结构高层建筑的振动台模型试验。通过对三个模型试验结果的对比研究,对钢-混凝土混合结构高层建筑的动力相似关系进行了初步探讨。试验结果表明,按照本文的动力模型的设计施工及试验要求进行的不同比例钢-混凝土混合结构高层建筑的振动台试验,在自振频率、振型、加速度放大系数、楼层最大位移、楼层剪力等动力特性和动力反应方面具有较好的相似性。试验结果一方面说明对这三个模型采用的动力相似关系和制作方法是合理的,另一方面也说明了对钢-混凝土混合结构房屋采用较小的1/30比例进行振动台试验是可行的。 相似文献
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Vibration assessments are required for new railroad lines to determine the effect of vibrations on local communities. Low accuracy assessments can significantly increase future project costs in the form of further detailed assessment or unexpected vibration abatement measures.This paper presents a new, high accuracy, initial assessment prediction tool for high speed lines. A key advantage of the new approach is that it is capable of including the effect of soil conditions in its calculation. This is novel because current scoping models ignore soil conditions, despite such characteristics being the most dominant factor in vibration propagation. The model also has zero run times thus allowing for the rapid assessment of vibration levels across rail networks.First, the development of the new tool is outlined. It is founded upon using a fully validated three dimensional finite element model to generate synthetic vibration records for a wide range of soil types. These records are analysed using a machine learning approach to map relationships between soil conditions, train speed and vibration levels. Its performance is tested through the prediction of two independent international vibration metrics on four European high speed lines and it is found to have high prediction accuracy.A key benefit from this increased prediction accuracy is that it potentially reduces the volume of detailed vibration analyses required for a new high speed train line. This avoids costly in-depth studies in the form of field experiments or large numerical models. Therefore the use of the new tool can result in cost savings. 相似文献
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The precise time step integration method proposed for linear time-invariant homogeneous dynamic systems can provide precise numerical results that approach an exact solution at the integration points. However, difficulty arises when the algorithm is used for non-homogeneous dynamic systems, due to the inverse matrix calculation and the simulation accuracy of the applied loading. By combining the Gaussian quadrature method and state space theory with the calculation technique of matrix exponential function in the precise time step integration method, a new modified precise time step integration method （e.g., an algorithm with an arbitrary order of accuracy） is proposed. In the new method, no inverse matrix calculation or simulation of the applied loading is needed, and the computing efficiency is improved. In particular, the proposed method is independent of the quality of the matrix H. If the matrix H is singular or nearly singular, the advantage of the method is remarkable. The numerical stability of the proposed algorithm is discussed and a numerical example is given to demonstrate the validity and efficiency of the algorithm. 相似文献
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为提高水平层状介质中三维电磁波散射和逆散射数值模拟的效率,在对角张量近似(DTA)的基础上根据不同回代方式得到了求解积分方程的DTA1和DTA2两种近似. 这两种近似可以作为计算积分方程稳定型双共轭梯度快速Fourier变换(BCGS-FFT)算法的初始猜测值和预条件因子，从而形成效率更高的混合DTA-BCGS算法. 散射实例说明了DTA2的高精度和混合DTA-BCGS算法尤其是混合DTA2-BCGS算法的高效率. 由于DTA2近似程度更高，将DTA2与变型Born迭代反演方法(DBIM)相结合形成了一种对三维异常体进行重构的快速电磁波逆散射技术. 文中的逆散射实例说明所开发的逆散射技术对重构水平层状介质中的任意三维异常体是非常有效的. 相似文献
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Partial‐strength composite steel–concrete moment‐resisting (MR) frame structures represent an open research field in seismic design from both a theoretical and an experimental standpoint. Among experimental techniques, vibration testing is a well‐known and powerful technique for damage detection, localization and quantification, where actual modal parameters of a structure at different states can be determined from test data by using system identification methods. However, the identification of semi‐rigid connections in framed structures is limited, and hence this paper focuses on a series of vibration experiments that were carried out on a realistic MR frame structure, following the application of pseudo‐dynamic and quasi‐static cyclic loadings at the European laboratory for structural assessment of the Joint Research Centre at Ispra, Italy, with the scope of understanding the structural behaviour and identifying changes in the dynamic response. From the forced vibration response, natural frequencies, damping ratios, modal displacements and rotations were extracted using the circle fitting technique. These modal parameters were used for local and global damage identification by updating a 3D finite element model of the intact structure. The identified results were then correlated with observations performed on the structure to understand further the underlying damage mechanisms. Finally, the latin hypercube sampling technique, a variant of the Monte Carlo method, was employed in order to study the sensitivity of the updated parameters of the 3D model to noise on the modal inputs. Copyright © 2009 John Wiley & Sons, Ltd. 相似文献
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V. A. Kuznetsov 《Izvestiya Physics of the Solid Earth》2010,46(2):165-172
Pathways of further development of the dynamic correction technique suggested by E. Fainberg are discussed. This technique allows the correction of magnetotelluric (MT) and magnetovariational (MV) data distorted by subsurface irregularities within a broad range of frequencies beyond the static shift interval. This paper addresses new algorithms for the dynamic correction of tensor MT and MV response functions. Moreover, experiments on the dynamic correction of MT and MV data calculated for models containing heterogeneities in sedimentary cover and infinite or half-infinite conductive crustal prism are described. Model experiments show that the dynamic correction can ensure sufficient accuracy of the input data for the reliable solution of the inverse problem of magnetotellurics. 相似文献
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振动反问题在工程中的应用 总被引：8，自引：0，他引：8
王云剑 《地震工程与工程振动》1995,15(3):59-68
利用振动反问题理论，结合现场无损检测技术，通过工程结构动态参数测试，给出工程结构强度评定方法。解决工程施工质量鉴定，设计强度满足程度和建筑结构故障诊断等问题。 相似文献
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In full waveform inversion (FWI), Hessian information of the misfit function is of vital importance for accelerating the convergence of the inversion; however, it usually is not feasible to directly calculate the Hessian matrix and its inverse. Although the limited memory Broyden-Fletcher-Goldfarb-Shanno (L-BFGS) or Hessian-free inexact Newton (HFN) methods are able to use approximate Hessian information, the information they collect is limited. The two methods can be interlaced because they are able to provide Hessian information for each other; however, the performance of the hybrid iterative method is dependent on the effective switch between the two methods. We have designed a new scheme to realize the dynamic switch between the two methods based on the decrease ratio (DR) of the misfit function (objective function), and we propose a modified hybrid iterative optimization method. In the new scheme, we compare the DR of the two methods for a given computational cost, and choose the method with a faster DR. Using these steps, the modified method always implements the most efficient method. The results of Marmousi and over thrust model testings indicate that the convergence with our modified method is significantly faster than that in the L-BFGS method with no loss of inversion quality. Moreover, our modified outperforms the enriched method by a little speedup of the convergence. It also exhibits better efficiency than the HFN method. 相似文献
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凯威特型索承网壳结构的自振特性及参数分析 总被引：4，自引：0，他引：4
索承网壳结构是由单层球面网壳和去掉上层索的张拉整体结构组成的一种跨越能力大、经济合理的新型杂交空间结构。选用梁元、杆元和索元的混合有限元模型，采用分块Lanczos法，对凯威特型索承网壳结构的自振特性及其影响因素进行了系统分析研究，并与单层网壳结构进行比较，得出了可用于工程实践的结论，对其抗震、抗风性能分析研究以及工程应用有参考价值。 相似文献