接地电阻测量中应注意的几个问题   总被引：1，自引：0，他引：1  

杨德荣  梁丹 《广西气象》2007,28(2):72-74

参照国家有关规范和标准的要求，对接地装置、接地电阻及其测量原理进行分析和总结，指出4102型和摇表式接地电阻仪测量接地电阻时电极的布置方法对测量结果的影响。  相似文献   

一类带阻尼项Duffing型方程周期解的存在性   总被引：1，自引：0，他引：1  

许敏  周伟灿 《南京气象学院学报》2007,30(4):571-574

考虑带有阻尼项的Duffing型方程的边值问题,在Banach空间上运用Leray-Schauder度理论证明其周期解的存在性。  相似文献   

地面-坑道激电测深方法在山东玲珑断裂带深部找矿中的应用     

李忠平 《地质与勘探》2020,56(4):783-791

在山东玲珑断裂带深部找矿中,考虑断裂带处在地电干扰和地形变化复杂地段,且深部地质体产状变化较大,仅依据半空间地面物探方法很难摸清地质体的展布形态,盲目布设钻孔会造成找矿成本的提高。为精确反演深部矿体的边界范围、走向及倾向,提高钻孔见矿率,降低找矿成本,在山东玲珑断裂带地面、坑道采用立体物探技术,试验通过布设多条方位不同的地-坑、坑-坑和地-地纵横激电中梯剖面和双向三极测深剖面,进行了二维电法剖面反演。在地面-坑道激电测深方法中,地面-坑道供电,坑道测量探测深度与坑道深度呈正相关,反映了深部巷道底板以下电阻率和极化率的分布状况,可以实现深地探测目的。由于地面-坑道供电,坑道测量装置处在半空间和全空间两个部分,需要采用"镜像法"和地下倾斜偶极源电流场特征对其装置系数k值重新推导,以反映坑道空间岩矿体真实电阻率的变化。坑道中梯剖面异常与单向三极剖面异常、双向三极电测深反演结果对应较好。经钻探验证,矿体分布与物探推断高极化体基本一致,为快速准确布设深部钻孔提供资料。  相似文献   

软土层施工桩基的新方法滚压法          下载免费PDF全文

江天寿 《探矿工程》1998,(2):22-23

介绍软土层用新型孔底工具－滚压器施工桩基的工作原理、施工工艺,滚压器基本结构及不同直径滚压器的技术特征。  相似文献   

低周反复荷载作用下复合耗能支撑钢筋混凝土框架结构的抗震性能试验研究   总被引：3，自引：0，他引：3  

王曙光  刘伟庆  蓝宗建  张炳凡  杨蕾蕾  崇峻 《地震工程与工程振动》1998,18(3):124-130

本文介绍了三榀钢支撑钢筋混凝土框架结构（包括两榀复合耗能支撑框架、一榀普通支撑框架）在低周反复荷载作用下的试验结果。对复合耗能支撑框架结构在低周反复荷载作用下的工作性能（包括受力性能、破坏形态、滞回曲线、骨架曲线、延性和耗能能力等）进行了探讨,揭示了复合耗能支撑框架结构良好的抗震性能。  相似文献   

THE INFLUENCE OF PHOTOCHEMICAL PROCESS ON THE ATMOSPHERIC WAVE^*          下载免费PDF全文

Xu Jiyao  Wang Yingjian 《Acta Meteorologica Sinica》1998,12(4):459-462

The time damping rate of gravity wave in the range of 30-70 km is calaclated in three circumstances:(1) adiabatic process,(2) diabatic process caused by atmospheric cooling,and(3) diabatic process resulting from atmospheric photochemical heating and cooling.The results indicate that the photochemical heating is as important as Newtonian cooling and its contribution to the time damping rate of gravity wave can not he negligible.  相似文献   

Rainfall on the Sea: Surface Renewals and Wave Damping     

Christophe Craeye 《Boundary-Layer Meteorology》1998,89(2):349-355

Rainfall on the sea surface causes a variety of effects on the molecular boundary layers. Two such effects are the reduction of the surface renewal time period and the damping of short gravity waves being responsible for wave breaking at higher wave frequencies. The effects described recently by Schlüssel et al. are revaluated in order to fully include the varying raindrop velocity. New parameterizations are derived, which differ from the previous ones, and a substantially higher kinetic energy flux due to rain is found. The general conclusions about the impact on the thermal molecular boundary do not change, although we point to several minor errors in the calculations of Schlüssel et al. (1997).  相似文献   

THE INFLUENCE OF PHOTOCHEMICAL PROCESS ON THE ATMOSPHERIC WAVE     

徐寄遥  王英鉴 《Acta Meteorologica Sinica》1998,(4)

The time damping rate of gravity wave in the range of 30-70 km is calaclated in threecircumstances:(1)adiabatic process,(2)diabatic process caused by atmospheric cooling,and(3)diabatic process resulting from atmospheric photochemical heating and cooling.The resultsindicate that the photochemical heating is as important as Newtonian cooling and its contribution tothe time damping rate of gravity wave can not he negligible.  相似文献   

核电站结构隔震研究进展     

莊初立  张永山  汪大洋  魏陆顺  韩启浩 《华南地震》2014,(2):25-33

基底隔震已经大量应用于一般民用建筑中,被认为是在剧烈地震中保护建筑物最具发展前景的技术之一,但对于核电站这类特殊的建筑物应用较少,且研究比较薄弱。介绍了核电站水平及三维隔震装置的研发及性能测试,概述了核电站隔震系统抗震性能的研究进展和核电站隔震设计规范,指出了在核电站中应用隔震技术还有待解决的问题,对今后核电站隔震的研究提出了一些建议。  相似文献   

Simplified discrete systems for dynamic analysis of structures on footings and piles     

《Soil Dynamics and Earthquake Engineering》2014

A simplified discrete system in the form of a simple oscillator is developed to simulate the dynamic behavior of a structure founded through footings or piles on compliant ground, under harmonic excitation. Exact analytical expressions for the fundamental natural period and the corresponding damping coefficients of the above system are derived, as function of geometry and the frequency-dependent foundation impedances. In an effort to quantify the coupling between swaying and rocking oscillations in embedded foundations such as piles, the reference system is translated from the footing–soil interface to the depth where the resultant soil reaction is applied, to ensure a diagonal impedance matrix. The resulting eccentricity is a measure of the coupling effect between the two oscillation modes. The amounts of radiation damping generated from a single pile and a surface footing are evaluated. In order to compare the damping of a structure on a surface footing and a pile, the notion of static and geometric equivalence is introduced. It is shown that a pile may generate significantly higher radiation damping than an equivalent footing, thus acting as an elementary protective system against seismic action.  相似文献