Identification of Fei-Tsui arch dam from both ambient and seismic response data   总被引：1，自引：0，他引：1  

Chin-Hsiung Loh  Tsu-Shiu Wu 《Soil Dynamics and Earthquake Engineering》1996,15(7):465-483

This purpose of this paper is to study the dynamic characteristics of the Fei-Tsui arch dam using the seismic response data and the ambient vibration data. For the identification of dam properties from seismic response data, the multiple inputs from the abutment of the dam to represent the nonuniform excitations of seismic input motion are considered, and the ARX model is applied using the discrete-time linear filtering approach with least-squares approximation to identify the dynamic characteristics of the dam. The system modal dampings, natural frequencies and frequency response functions are identified. A comparison of the identified modal parameters is made among different seismic events. Post-earthquake safety evaluation of the dam can be made based on the identified model. Finally, the ambient vibration test of the dam is performed to identify the mode shapes along the dam crest.  相似文献   

宁夏鸳鸯湖电厂空冷气象条件分析     

董旭光王栋成  钱喜镇 《气象科技》2006,34(6):769-773

通过在宁夏鸳鸯湖电厂建立气温、风向、风速60 m梯度及地面观测站,与邻近的灵武市气象站展开为期一年的同步观测,获得实地观测资料。利用两地同步气象观测资料进行对比分析,揭示出电厂所在地气候特点。同时结合灵武市气象站1971~2000年观测资料,采用相关性分析方法,订正得到电厂地面历年气象要素特征值。结果表明,电厂风向和风速特征明显有别于邻近的灵武市气象站。分析结果主要用于该地火电厂空冷系统的安装与安全运行。  相似文献   

工作状态下梁及桥梁模态与损伤识别的新方法     

李大军  霍达 《世界地震工程》2006,22(3):66-69

工作状态下桥梁结构的模态参数识别是桥梁损伤识别的重要环节,考虑桥梁检测的实用性,桥梁检测一般应建立在环境激励的基础上,已有的环境激励下模态参数识别的方法对模态频率的识别的精度较高,而对位移模态的识别则误差较大。提出了一种利用移动质量块在不同位置时对桥梁的模态频率进行多次测量,用各次测得的频率值确定位移模态的新方法,使得位移模态识别的精度接近频率识别的精度,建立了该方法的初步模型,推导了频率与位移模态关系的理论公式,并通过数值模拟对该方法的有效性进行了说明。  相似文献   

利用背景噪声进行地震成像的新方法   总被引：7，自引：6，他引：7       下载免费PDF全文

齐诚  陈棋福  陈颙 《地球物理学进展》2007,22(3):771-777

利用背景地震噪声提取格林函数，即通过一对台站记录的地震噪声进行互相关计算，来近似台站间的格林函数，并进一步通过地震成像获取地下结构的认识，成为最近跨学科研究的热点问题之一.本文首先叙述了其发展背景及过程，然后分别从四个角度，简要介绍了目前对其物理原理的解释.如果该方法能得到进一步的发展，将不再依赖于天然地震以及人工地震，而仅仅利用地震台站记录的地震噪声便可获取高分辨率的地下成像.该方法将会大大促进地震学的发展.  相似文献   

青藏高原东部基于噪声的面波群速度分布特征   总被引：2，自引：0，他引：2  

宫猛  李红谊  徐小明  李信富  贾晋生 《地学前缘》2010,17(5):151

通过收集青海、甘肃、四川三省的76个地震台记录的2008年1—12月三分量的连续噪声数据,利用噪声面波层析成像的方法获得了青藏高原东部的面波群速度分布特征。首先采用多重滤波方法提取了1 000多条台站对5～50 s的三分量面波群速度频散曲线,然后将研究区域划分为0.2°×0.2°的网格,利用O ccam方法反演了瑞利波(R-R)和勒夫波(T-T)的群速度分布。反演得到的群速度分布特征与地表地质和构造特征表现出较好的相关性,清晰地揭示了地壳内部的横向速度变化。层析成像的结果显示在短周期(8～20 s)内,拥有较厚的沉积层的四川盆地表现为明显的低速特征,而青藏高原东部则表现为较高的群速度分布特征;随着周期的增加(>20 s),群速度的分布特征呈现出与短周期相反的特性,青藏高原东部下方的速度远远低于四川盆地,这可能与青藏高原东部中、下地壳低速层相关联,同时也意味着研究区域的地壳结构具有明显的横向不均匀性。在群速度分布图上,龙门山不仅是四川盆地与青藏高原的地形和构造分界带,同时也对应着高群速度与低群速度的过渡带。  相似文献   

利用H/V方法研究琼北火山区的浅表层地质变化特征     

曹佳俊  郭震  夏少红  张昌榕  吴晓阳  任鹏飞 《热带海洋学报》2022,41(1):184-193

海南琼北活火山作为华南沿海重要的第四纪火山, 一直受到国内外学者的广泛关注, 目前对该火山的形成演化已开展了大量深部地质结构的研究, 但对其表层地质结构特征仍然缺乏详细了解。水平-垂直频谱比法(简称H/V方法)已被广泛应用于浅表层地质结构的研究, 本文基于35个便携式微功耗地震仪组成的流动台阵观测数据, 采用经典全波场H/V_(full)和瑞利波椭圆率H/V_(Ray)分析方法, 获得了琼北火山区H/V曲线峰值频率(F₀)和放大倍数(A₀)的空间变化特征。琼北火山区H/V曲线峰值频率变化强烈, 以长流-仙沟断裂为界, 断裂西南侧很难从H/V曲线中获取清晰的F₀和A₀, 而断裂东北侧则存在明显的F₀和A₀。结合已有地质资料, 本文认为长流-仙沟断裂西南侧处于凹陷区, 其浅表层火山岩未发生明显的风化作用, 而东北侧位于隆起区域, 地表火山岩受到了比较严重的风化作用。这一研究结果表明, H/V方法可反映表层火山岩的风化状态, 火山岩出露场地H/V曲线的峰值频率和放大倍数随风化作用程度的增强而表现得更加明显。本研究为琼北火山区浅表火山岩风化状态和地震危险性评估提供了重要的信息支撑。  相似文献   

基于潜标测量的海洋环境噪声谱特性分析   总被引：3，自引：1，他引：2  

笪良龙  王超  卢晓亭  韩梅  邓小花 《海洋学报》2014,36(5):54-60

利用海洋环境噪声测量潜标系统对南海典型海域开展了为期3个月的海洋环境噪声测量,16通道海洋环境噪声测量系统每小时测量两分钟噪声信号。数据处理结果表明,800~5 000Hz范围内,噪声谱与风速相关性最好,且风速越大相关性越好,噪声谱与风速的相关性好于与浪高的相关性。风关噪声谱级在海水中部基本不随接收深度发生变化,但由于测量水听器阵长度未能覆盖整个水深,因此未给出海面和海底处谱级变化规律。在400Hz以上的高频段整个风速范围内噪声谱级都随风速发生变化,且噪声谱级与对数风速具有很好的线性关系。  相似文献   

Analysis of EMD algorithm for identification and extraction of an acoustic signal in underwater channel against wind driven ambient noise     

S. Sakthivel MURUGAN  ;V. NATARAJAN  ;K. MAHESWARAN 《中国海洋工程》2014,28(5):645-657

Sonar generated acoustic signals transmitted in underwater channel for distant communications are affected by numerous factors like ambient noise, making them nonlinear and non-stationary in nature. In recent years, the application of Empirical Mode Decomposition （EMD） technique to analyze nonlinear and non-stationary signals has gained much attention. It is an empirical approach to decompose a signal into a set of oscillatory modes known as intrinsic mode functions （IMFs）. In general, Hilbert transform is used in EMD for the identification of oscillatory signals. In this paper anew EMD algorithm is proposed using FFT to identify and extract the acoustic signals available in the underwater channel that are corrupted due to various ambient noises over a range of 100 Hz to 10 kHz in a shallow water region.Data for analysis are collected at a depth of 5 m and 10 m offshore Chennai at the Bay of Bengal. The algorithm is validated for different sets of known and unknown reference signals. It is observed that the proposed EMD algorithmidentifies and extracts the reference signals against various ambient noises. Significant SNR improvement is alsoachieved for underwater acoustic signals.  相似文献   

Rocking vibrations of a rigid embedded foundation in a poroelastic half‐space     

X. Q. Hu  Y. Q. Cai  G. Y. Ding  J. Wang 《国际地质力学数值与分析法杂志》2010,34(13):1409-1430

This paper presents an analysis of the rocking vibrations of a rigid cylindrical foundation embedded in poroelastic soil. The foundation is subjected to time‐harmonic rocking excitation and is perfectly bonded to the surrounding soil. The soil underlying the foundation base is represented by a homogeneous poroelastic half‐space, whereas the soil along the side of the foundation is modeled as an independent poroelastic stratum composed of a series of infinitesimally thin layers. The behavior of the soil is governed by Biot's poroelastodynamic theory. The contact surface between the foundation base and the poroelastic soil is assumed to be smooth and either fully permeable or impermeable. The dynamic interaction problem is solved by employing a simplified analytical method. Some numerical results for the nondimensional rocking dynamic impedance and nondimensional angular displacement amplitude of the foundation are presented to show the effect of nondimensional frequency of excitation, poroelastic material parameters, hydraulic boundary condition, depth ratio and mass ratio of the foundation. Copyright © 2009 John Wiley & Sons, Ltd.  相似文献   

Model of wind-generated ambient noise in stratified shallow water   总被引：1，自引：0，他引：1  

林建恒  高天赋 《中国海洋湖沼学报》2005,23(2):144-151

In order to build a rapid ocean ambient noise model adapted for a stratified shallow water, a hybrid model of normal mode method (for far field) and ray method (for near field) is suggested which combines the advantages of both methods. Since the near field of wind-generated noise is not sensitive to the sound speed profile, the sound speed profile is regarded as a constant; which makes the model rapid and accurate. The simulation results are in agreement with those of the wave model.  相似文献