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Enhanced Destriping of Satellite Data of Ice Surface in Antarctica

1　Introduction TheAntarcticcontinentissurroundedbyPacificOcean,theAtlanticOceanandthe IndianOcean,itistheisolatedcontinentfarthestfromthemankind.ItsSpecialgeography andclimateenvironmentmakethemankindverydifficulttobeclosetoit,whichlimits mankind'sinvestigationofitandstudytoagreatextent.Restrictioncausedofthegeograph icalenvironmentandtheclimatecanbebrokentoagreatextentwiththeaidofthemodern remotesensingtechnology,itdemonstratesincomparablesuperioritythatremotesensing technologyisusedin…     

紫坪铺水库库区震源波谱参数研究

利用紫坪铺水库数字地震台网和成都区域数字台网中的油榨坪台2004年8月到2008年5月12日汶川大地震前的地震波形资料,采用遗传算法反演计算了紫坪铺库区261次1.6级以上地震的震源波谱参数.结果表明紫坪铺库区中小地震的地震矩Mo在1.35×1012～5.98×1014 N·m之间;应力降随着震级的增加而升高;库区小震震源谱拐角频率与地震矩、震级的依赖关系不明确,这可能与紫坪铺水库蓄水后库区压力增加,且水体沿着龙门山断裂方向扩散和渗透有关.     

钢框架结构直接基于位移的抗震设计方法研究

将钢框架结构按其性能划分为使用良好、人身安全、防止倒塌三个水平,并用层间侧移角予以量化采用钢框架的最大层侧移模式来确定其目标侧移曲线在等效线性化的前提下,由等效位移用弹性位移反应谱求出等效周期,然后对构件进行刚度设计和承载力设计用静力弹塑性分析方法对结构进行分析,校核其实际侧移曲线与满足性能目标的侧移曲线是否一致.采用...     

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地震属性参数在煤层厚度预测中的应用对比

高分辨率三维地震勘探能够获得地下空间三维数据体的大量地质信息,为工作区煤层厚度的确定提供依据.通过常用的三种方法谱:矩法、振幅谱平方比法、地震振幅谱和子波振幅谱比法,提取三维地震数据体中地震属性,编制相应的软件程序,对煤层厚度进行预测.研究对比了这三种算法的预测效果,为煤田煤层厚度的预测提供了可靠的参考依据.     

Sensitivity of the Parameterizations of Vertical Mixing and Radiative Heat Fluxes on the Seasonal Evolution of the Thermal Structure of Lake Erie

A sensitivity analysis of the parameterizations of vertical mixing and radiative fluxes on the seasonal evolution of Lake Erie's thermal structure is performed using the Massachusetts Institute of Technology general circulation model (MITgcm) and the General Estuarine Transport Model (GETM). The models have the same horizontal resolution and are forced with observed meteorological data from April to October of 2002 and 2008. For turbid waters like Lake Erie, the three-band model for the parameterization of downward shortwave radiation produces more accurate temperatures in the thermocline and less error in simulating the mixed-layer depths than the widely used two-band model. Although the two models differ in vertical and horizontal mixing, numerical methods, and vertical discretization, they produced qualitatively comparable results. Comparison with observations shows that the models can reproduce the time evolution of the lake temperature reasonably well. The MITgcm and the GETM with the Mellor-Yamada level 2.5 (MY2.5) closure produce a deeper mixed layer than observed at a station located in the eastern basin, causing large errors in simulating the temperature in the thermocline while the GETM, using a turbulence scheme called “gen,” reproduces a mixed layer in better agreement with observations. The mixed-layer obtained with the k-ε closure is between those obtained with gen and MY2.5. The error in simulating the mixed-layer depths and the thermocline temperature at a station located in the central basin using the gen closure and the GETM was about 2°C lower than that obtained by the K-Profile Parameterization mixing scheme of the MITgcm. The models simulated a lake-wide anticyclonic circulation occupying the southwest part of the central basin but showed distinct differences in simulating gyres in the northwestern part of the central basin and in the eastern basin of the lake. The signature of a basin-scale Poincaré wave observed in the current data is also well represented by the two models.     

矩张量反演法在江苏及附近海域的应用

利用江苏区域数字地震台网宽频带地震计记录的Pnl波波形资料,采用TDMT_INV时间域地震矩张量反演方法,尝试反演2009-2011年江苏及附近海域7次中小地震(ML3.5以上,最大震级ML5.3)的地震矩张量解,并通过记录清晰的P波初动在震源球的下半球投影对反演结果进行评价.结果表明:反演结果与初动方向一致较好.由此说明在研究区域用矩张量反演法测定中小地震震源机制解具有一定的可行性.     

Mechanisms to limit higher mode effects in a controlled rocking steel frame. 2: Large‐amplitude shake table testing

This paper presents the results of 56 large‐amplitude shake table tests of a 30% scale eight‐storey controlled rocking steel frame. No significant damage or residual deformations were observed after any of the tests. The frame had four possible configurations on the basis of combinations of two higher mode mitigation mechanisms. The first mitigation mechanism was formed by allowing the upper section of the frame to rock, so as to better control the mid‐height overturning moment. The second mitigation mechanism was formed by replacing the conventional first‐storey brace with a self‐centering energy dissipative (SCED) brace, so as to better control the base shear. The mechanisms had little effect during records where higher mode effects were not apparent, but they substantially reduced the shear and overturning moment envelopes, as well as the peak floor accelerations, during more demanding records. The reduction in storey shears led to similarly reduced brace force demands. Although the peak force demands in the columns were not reduced by as much as the frame overturning moments, using an upper rocking joint allowed the column demands to be estimated without the need to assume a lateral force distribution. The tests demonstrated that multiple force‐limiting mechanisms can be used to provide better control of peak seismic forces without excessive increases in drift demands, thus enabling more reliable capacity design. These results are expected to be widely applicable to structures where the peak seismic forces are significantly influenced by higher mode effects. Copyright © 2012 John Wiley & Sons, Ltd.