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991.
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
992.
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
993.
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
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
994.
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
995.
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 pHNBS 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
996.
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
997.
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
998.
要实现测绘强国,一要有先进发达的测绘科技,二要有规范繁荣的测绘市场,而二者平衡发展的关键就在于人才。测绘师在测绘行业中起着至关重要的作用。测绘师的能力通常可以反映测绘事业的整体水平。作为一个合格的注册测绘师必须具有测绘职业道德、素质修养和专业技能,才能胜任功能社会的需要。注册测绘师的成长需要经历学校培养、见习锻炼和执业发展3个阶段,从而逐步形成测绘师自身和测绘行业的社会地位和专业魅力。 相似文献
999.
当前国家以及各地区主体功能区区域规划已经完成,如何对规划后的主体功能区进行监测,是当今主体功能区监测面临的重大课题。资源三号卫星数据为主体功能区监测提供新的数据源。本文以资源三号卫星数据为数据源,开展主体功能区监测应用,并建立主体功能区监测平台,用于主体功能区监测与地物提取。 相似文献
1000.
地壳和岩石圈变形特征研究对于深入了解中强地震的深部孕震环境具有重要科学意义.本文联合P和S波远震接收函数偏移成像结果,对发生过芦山7.0地震和汶川8.0地震的龙门山断裂带及附近区域地壳和岩石圈结构进行分析.结果揭示出在青藏高原向四川盆地过渡的龙门山断裂带,Moho面和岩石圈底界面(LAB)呈现出强烈变形,特别是芦山地震和汶川地震震源区下方地壳出现了错断、下凹,岩石圈也呈现下凹变形特征.这种地壳及岩石圈变形所代表的高应力的积累可能是汶川和芦山地震发生的重要深部地球动力学背景. 相似文献