基于序列参数的水库地震类型综合判定研究     

宋金  杨马陵  吴时平  蒋海昆 《中国地震》2013,29(4):462-471

收集整理了我国大陆东部地区44 组水库地震序列,其中震群型32 组,主余型和孤立型12 组。分别计算了44 组序列的h 值、b 值、归一化熵值K、能量均匀度U、地震发生方式参数ρ 等5 个序列参数。在95% 的置信水平下,对每一参数分震群型、主余型加孤立型两大类进行差异性检验。结果表明,h、U、ρ 值对水库地震序列类型的分类能力不强;b 值平均值虽存在一定差异,但数值分布范围有部分重叠;K 值差异性显著,K = 0. 35 可作为区分震群型与主余型加孤立型两类水库地震序列的判别指标。在此基础上,建立以上述5 个参数为自变量的Fisher 判别函数,用于序列类型的综合判定。结果显示,所有数据全部参与建立判别函数并进行回溯性内符判别检验,识别正确率为97. 6% ;利用32 组序列参数参与判别函数建立,另外10 组进行外推检验,识别正确率为100% ,表明上述综合判别方法具有较高的水库地震序列分类能力。  相似文献   

甘肃地区近震震级的量规函数研究   总被引：5，自引：4，他引：1  

陈继锋  尹欣欣  董宗明  姚海东  蒲举 《中国地震》2013,29(3):327-334

采用甘肃测震台网“十五”宽频带数字地震记录资料,选取自2009 年1 月～ 2012 年12 月所记录的13086 次地震事件,通过震级残差统计方法计算了各台站单台震级与台网平均震级的偏差、平均偏差和标准偏差,分析了震级偏差频次分布和定量统计,修正了ML量规函数,得到了代表甘肃地区的地方性均匀震级量规函数。  相似文献   

洛阳地震台面波震级的偏差研究   总被引：2，自引：0，他引：2  

刘晓锋  袁菲  陈宏峰  徐志国  任枭  邹立晔  邱海江  侯建民 《中国地震》2013,29(4):522-527

利用洛阳地震台1985 ～ 2003 年记录的1755 个地震的面波资料,采用与国家地震台网中心相同的面波震级公式,研究了该台测定的面波震级与国家地震台网中心测定面波震级之间的偏差。结果表明,洛阳地震台测定面波震级的偏差与震中距之间有明显的相关性,在1°≤Δ≤130°范围内面波震级由偏小0. 1 逐渐变化到偏大,Δ≥20°时偏大0. 2 ～ 0. 3;在130° ＜ Δ≤180°范围内偏大0. 2。  相似文献   

Dynamic interaction numerical models in the time domain based on the high performance scaled boundary finite element method     

Jianbo Li  Jun Liu  Gao Lin 《地震工程与工程振动(英文版)》2013,12(4):541-546

Consideration of structure-foundation-soil dynamic interaction is a basic requirement in the evaluation of the seismic safety of nuclear power facilities. An efficient and accurate dynamic interaction numerical model in the time domain has become an important topic of current research. In this study, the scaled boundary finite element method （SBFEM） is improved for use as an effective numerical approach with good application prospects. This method has several advantages, including dimensionality reduction, accuracy of the radial analytical solution, and unlike other boundary element methods, it does not require a fundamental solution. This study focuses on establishing a high performance scaled boundary finite element interaction analysis model in the time domain based on the acceleration unit-impulse response matrix, in which several new solution techniques, such as a dimensionless method to solve the interaction force, are applied to improve the numerical stability of the actual soil parameters and reduce the amount of calculation. Finally, the feasibility of the time domain methods are illustrated by the response of the nuclear power structure and the accuracy of the algorithms are dynamically verified by comparison with the refinement of a large-scale viscoelastic soil model.  相似文献   

A frequency response function change method for damage localization and quantification in a shear building under ground excitation     

Ting‐Yu Hsu  Chin‐Hsiung Loh 《地震工程与结构动力学》2013,42(5):653-668

A frequency response function change (FRFC) method to detect damage location and extent based on the change in the frequency response functions of a shear building under the effects of ground excitation was proposed in this paper. The damage identification equation was derived from the motion equations of the system before and after the occurrence of the damage. Efforts to make the FRFC method less model‐dependent were made. Intact system matrices, which could be estimated using the measured data without the need for an analytical model, and the frequency response functions were required for the FRFC method. The effects of measurement noise and model parameter error in the FRFC method were studied numerically. The proposed FRFC method was validated by experimental studies of a six‐story steel building structure with single and multiple damage cases. Copyright © 2012 John Wiley & Sons, Ltd.  相似文献   

大地震前区域能量场的时间因子异常特征   总被引：2，自引：0，他引：2  

杨明芝  马禾青 《地震》2013,33(3)

本文采用自然正交函数展开方法,讨论了我国大陆发生的30次6.0级以上地震前的震中附近地区地震活动能量场的时间因子变化特征.结果表明,在大地震发生前,几个主要特征值所对应的典型场的时间因子均出现了明显的突升或突降变化,显示出与未来强地震有较好的对应关系.时间因子异常一般出现在震前1～3年,多数情况下小于2年,表现出异常的中短期特点;有些地震前异常出现时间小于3个月,显示出异常的短临性质.笔者认为,地震能量场时间因子可能是强地震前的一种有效的异常观测量和中短期异常指标.  相似文献   

芦山7.0级地震医疗建筑震害与启示     

王玉梅  熊立红  许卫晓 《地震工程与工程振动》2013,33(4)

鉴于医疗建筑在防灾救灾中的重要地位和作用,本科考小组对雅安地区医疗建筑在芦山地震中的震害进行了调查,调查包括不同烈度区、不同结构类型和建筑年代、不同级别的医疗卫生机构,对结构构件、非结构构件、医疗设备的震害特征,以及其他影响医疗秩序和使用功能的因素做了阐述和分析,并总结了汶川灾后新建及重建项目的抗震效果.调查表明,雅安地区医疗建筑在建筑结构的抗震安全性及救灾功能的实现方面仍存在很多问题,反映了我国医疗建筑的普遍问题.因此,对医疗建筑的抗震设防,需要作进一步系统的研究.  相似文献   

Impact of elevated levels of CO₂ on animal mediated ecosystem function: The modification of sediment nutrient fluxes by burrowing urchins     

S. Widdicombe  A. Beesley  J.A. Berge  S.L. Dashfield  C.L. McNeill  H.R. Needham  S. Øxnevad 《Marine pollution bulletin》2013

A mesocosm experiment was conducted to quantify the relationships between the presence and body size of two burrowing heart urchins (Brissopsis lyrifera and Echinocardium cordatum) and rates of sediment nutrient flux. Furthermore, the impact of seawater acidification on these relationships was determined during this 40-day exposure experiment. Using carbon dioxide (CO₂) gas, seawater was acidified to pH_NBS 7.6, 7.2 or 6.8. Control treatments were maintained in natural seawater (pH ≈ 8.0). Under normocapnic conditions, burrowing urchins were seen to reduce the sediment uptake of nitrite or nitrate whilst enhancing the release of silicate and phosphate. In acidified (hypercapnic) treatments, the biological control of biogeochemical cycles by urchins was significantly affected, probably through the combined impacts of high CO₂ on nitrifying bacteria, benthic algae and urchin behaviour. This study highlights the importance of considering biological interactions when predicting the consequences of seawater acidification on ecosystem function.  相似文献   

Metamodel-based design of alluvial channels at incipient motion subjected to seepage     

Bimlesh Kumar  Gopu Sreenivasulu  Achanta Ramakrishna Rao 《水文科学杂志》2013,58(3):459-466

Abstract

The design of an alluvial channel affected by seepage requires information about five basic parameters: particle size, water depth, energy slope, seepage velocity, and average velocity. The conventional approach to predicting the incipient motion in an alluvial channel cannot be applied in the case of a channel affected by seepage. Metamodelling techniques are nowadays widely used in engineering design to simulate a complex system. Here, a metamodel is described which employs the radial-basis function (RBF) network to predict the seepage velocity and energy slope based on experimental data under incipient motion conditions. It was found that the model fits experimental data very well and provides predictions for the design. With the help of the metamodel generated by the RBF network, design curves based on the RBF metamodel are presented for use in designing an alluvial channel when it is affected by seepage.

Citation Kumar, B., Sreenivasulu, G. & Ramakrishna Rao, A. (2010) Metamodel-based design of alluvial channels at incipient motion subjected to seepage. Hydrol. Sci. J. 55(3), 459–466.  相似文献   

Bacteria‐removing and Bactericidal Efficiencies of PDADMAC Composite Coagulants in Enhanced Coagulation Treatment     

Xiaolei Zhao  Yuejun Zhang 《洁净——土壤、空气、水》2013,41(1):37-42

Enhanced coagulation treatment of bacteria‐containing raw water was studied by using three series of composite coagulants, that were prepared by combining polydiallyldimethylammonium chloride (PDADMAC) with different intrinsic viscosity values (0.55–2.47 dL/g) and mass percentages (5–20%) with polyaluminum chloride (PAC), aluminum sulfate (AS), and the composite of aluminum sulfate and ferric chloride (A‐F), respectively. The coagulants were tested by jar tests for the efficiencies to remove bacteria in raw water and to kill bacteria in settled sludge. It was found that when the residual turbidity of supernatant after sedimentation reached the control standard of 2 NTU in drinking water plant, the bacteria‐removing rates of PAC, AS, and A‐F were 92.22, 92.60, and 94.99%, respectively, and the bactericidal rates were 2.52, 1.22, and 2.94%, respectively. Contrastively, the bacteria‐removing rates of PAC/PDADMAC, AS/PDADMAC, and A‐F/PDADMAC could reach 95.45, 96.90, and 98.89%, respectively, and the bactericidal rates could reach 86.60, 91.81, and 96.98%, respectively. It could be deduced from the results that the bactericidal efficiencies of composite coagulants stemmed from the bactericidal action of PDADMAC, and the inorganic coagulants had little bactericidal function.  相似文献