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51.
采用单道扫描等离子体发射光谱法测定了大洋多金属结核及深海沉积物中的稀土元素与钪,比较了不同功率下各稀土元素的检测限,研究了低功率下的稳定性,拟定了可靠的样品处理方法。方法经多金属结核及深海沉积物国家标准GBW07313、GBW07249分析验证,结果与标准值相符。测定精度(RSD)在13%~53%。已用此法为第2批多金属结核和深海沉积物标准物质提供了定值数据,其结果无剔除值 相似文献
52.
锇粉中杂质元素分析方法研究 总被引:2,自引:0,他引:2
利用ICP_MS技术建立了锇粉中痕量杂质元素的分析方法。在浓HNO3介质中,锇以OsO4形式挥发除去,分离锇基体后,可直接测定的痕量元素达50余种。取样量0.1g,测定限为0.2~246ng/g,可实现质量分数w(Os)为99.9999%锇粉中杂质元素测定。结合ICP_AES测定K、Na、Ca、Mg、Al、Fe、Si和P,可实现锇粉原料及产品的纯度分析。 相似文献
53.
仵彦卿 《水文地质工程地质》1997,(2)
本文在分析了岩体系统的结构性和水力学特征后,提出了岩体渗流场与应力场耦合数学模型的机理分析、混合分析及系统辨识建模方法。运用系统辨识方法建立了岩体渗流场与应力场耦合的集中参数模型,并应用于解决实际问题;运用机理分析和混合分析方法建立了岩体渗流场与应力场双场耦合及与温度场三场耦合的连续介质分布参数模型。 相似文献
54.
Todor Ganev Fumio Yamazaki Tsuneo Katayama Teruyuki Ueshima 《Soil Dynamics and Earthquake Engineering》1997,16(7-8):459-470
This paper presents results from forced vibration tests, microtremor observations and earthquake response analysis of a nuclear reactor containment model constructed on stiff soil in Hualien, Taiwan. The dynamic behavior of the soil-structure system is simulated successfully with two numerical models: a sway-rocking model, whose soil parameters are evaluated on the basis of the continuum formulation method, and a finite element model, using the program SASSI with the flexible volume substructuring approach. The dependences of the soil parameters of both models on the amplitudes of the different dynamic excitations are investigated in detail. An original numerical simulation of microtremor is performed. Comparison with results of a previous study involving a rigid tower on a soft soil site in Chiba, Japan is offered. 相似文献
55.
56.
SMA-MR复合型阻尼器 总被引:5,自引:0,他引:5
利用形状记忆合金超弹性、形状记忆特性和MR液的材料特性,提出了SMA-MR复合阻尼器,建立了阻尼器的理论模型。通过输入正弦波得到小震、大震时相应的滞回曲线,并对一单层框架进行输入El Centro地震波下的减震效果分析,比较了SMA-MR阻尼器、仅有SMA和仅有MR作用下的减震效果。结果表明,所设计的SMA-MR阻尼器具有卓越的阻尼性能,对大震、小震的控制实现了自适应的智能性。 相似文献
57.
58.
Field vibration mitigation by honeycomb WIB for pile foundations of a high-speed train viaduct 总被引:5,自引:0,他引:5
Environmental vibrations from recent high-speed trains are becoming a special concern in the civil and environmental engineering field since they can give detrimental effects to residents, sensitive equipments and high-tech production facilities in the vicinity of train tacks. Herein, aiming at the vibration mitigation for a specific high-tech industrial area, the low-frequency vibrations from a train viaduct are targeted over an anticipated range. A theoretically designed innovative countermeasure, called honeycomb wave impeding barrier (WIB) for a wave impeding barrier, is introduced and its effects are investigated by computer simulation. The present WIB is based on the wave dispersion phenomenon that can modulate the incoming wavelengths into the shorter wavelengths, creating an apparent wave cut-off characteristic in the wave field across WIB installation area. The shorter wavelengths are further impeded due to the impedance ratio of the WIB walls and in-fill materials and absorbed by the in-fills more. The three-dimensional FEM simulation demonstrates a dramatic reduction effect that is difficult to achieve by conventional measures. 相似文献
59.
Ali Kahriman 《Soil Dynamics and Earthquake Engineering》2004,24(11):887-892
The aim of this study is to predict peak particle velocity level at a limestone quarry located in Istanbul, Turkey. The ground vibration components were measured for 73 blast events during the bench blast optimization studies during a long period. In blasting operations; ANFO (blasting agent), gelatine dynamite (priming) and NONEL detonators (firing) were used as explosives at this site. Parameters of scaled distance (charge quantity per delay and the distance between the source and the station) were recorded carefully and the ground vibration components were measured by means of vibration monitors for every event. Then, the data pairs of scaled distance and particle velocity were analyzed. The equation of scaled distance extensively used in the literature was taken into consideration for the prediction of peak particle velocity. At the end of statistical evaluations, an empirical relationship with good correlation was established between peak particle velocity and scale distance for this site. The established relationship and the results of the study are presented. 相似文献
60.
A coherency function model of ground motion at base rock corresponding to strike-slip fault 总被引:2,自引:0,他引:2
IntroductionEarthquakedamagesurveyandresearchresultshavedemonstratedthatspatialdistributiondifferenceofgroundmotionisoneoftheimportantreasonswhichcausedlongstructure(eglongspanbridge,undergroundpipe)destroy.Thathowtoprovideareasonableinputofgroundmotionfieldforaseismicdesignoflongstructureisaurgentprobleminearthquakeengineeringfield.Atpresent,themethodtostudyspatialvariationofgroundmotionsisadoptingstatisticanalysisbasedondensearrayrecordssuchasSMART-1array,etc,togetcoherencyfunctionofground… 相似文献