输水管网模糊地震可靠性的 Monte Carlo 法分析程序     

刘锡荟  王海燕  张锐 《地震研究》1989,(3)

本文详细介绍了笔者所建议的运用模糊图理论和方法进行城市输水管网的地震可靠性分析途径和计算程序。对于输水管网中每段管道的震害预测,建立了相应的专家系统。在此基础上,定义了管网系统的模糊可靠性,更好地反映了人们对于管道损坏状态估计的模糊性和对可靠性要求上的模糊性。以模糊矩阵来描述输水管网的状态是十分方便的。通过计算模糊矩阵的传递闭包,极易找出最短路、关键段等。由于地震作用和管道抗震能力都是随机的,因此整个管网系统的可靠性分析是藉助Monle Carlo法进行的。以Monle Carlo法对模糊图进行分析,从而得到管网的地震可靠性,这还是首次。用PASCAL和PROLOG编制了在微机上实用的计算机程序,特别是以智能语言PROLOG编制的程序,更有许多特色。由于采用了一些技巧,使在微机上可以分析相当大的系统,为城市抗震防灾工作提供了一个有力的工具。  相似文献   

Shear resistance of jointed rock masses and stability calculation of rock slopes     

Xing Zhang 《Geotechnical and Geological Engineering》1993,11(2):107-124

Summary Based on an extension to a model originally proposed by Zhang (1990), a method for estimating the shear strength of a jointed rock mass containing two joint sets is developed. Compared to the original method in which only a single en-echelon joint set was considered, the new method has the following advantages: (1) it allows a much more realistic joint pattern to be incorporated; (2) the effects of joint connectivity and intersection angle between joint sets on shear strength are included. Use of the new method is demonstrated by application to the calculation of the stability of slopes in jointed rock. The importance of joint connectivity, joint persistence and joint set intersection angle on slope stability, as predicted by the model, is revealed.  相似文献   

矿物热敏参数测试仪及其在地质找矿中的应用     

赵亨达  王忠荣 《岩石矿物学杂志》1994,13(2):175-186

介绍了国内外第一台矿物热敏参数测试仪研制的原理、应用范围和对一些金属矿物、半导体矿物的测试情况以及仪器在浙江、赣南等地区金矿找矿中的初步应用。  相似文献   

Hydraulics of sediment-laden sheetflow and the influence of simulated rainfall   总被引：1，自引：0，他引：1  

B. T. Gut  W. T. Dickinson  R. P. Rudra  G. J. Wall 《地球表面变化过程与地形》1990,15(2):101-118

Laminar sheetflows, transporting sediment at their capacity rates, both with and without rainfall disturbance, were investigated. Values of flow depth and relative submergence were very small. In the flows without rainfall, measured velocities exceeded the predictions of the smooth-surface, clear-water laminar model by an average of 12 per cent. Reduced flow resistance due to high sediment concentrations may explain this result. Velocities in the rainfall-disturbed flows were not significantly different from the predictions of the smooth-surface, clear-water model, and the velocity reduction due to rainfall was about 12 per cent. Although the uniformity of rainfall intensity under the single-nozzle rainfall simulator is high, variation of momentum and kinetic energy fluxes along the 1-5 m long flume was significant. The rainfall angle of incidence was highly correlated with deviations from expected flow velocities in the upper and lower sections of the flume.  相似文献   

遥感瞬时作物表面温度估算农田全日蒸散总量   总被引：2，自引：1，他引：2  

谢贤群 《遥感学报》1991,(4)

本文介绍了用一日一次观测资料计算全日农田蒸散总量的模式,该模式由二部分公式组成,一是计算瞬时农田蒸散量的空气动力学阻抗——能量平衡公式,另一是根据遥感作物表面温度、农田净辐射、土壤热通量等参数的一次观测资料,计算全天蒸散总量。  相似文献   

电法勘探在常德市松散孔隙含水层中涌水量预测的应用     

李一之 《湖南地质》1994,13(3):171-173

常德市水文地质及电测深、电测井的资料反映了孔隙水含水层涌水量的大小与含水层厚度、颗粒组分及其结构的多因素的复杂组合──—厚度（Ｍ）与视电阻率（ρ＿ｓ）的乘积密切相关，据此可预测单井涌水量。  相似文献   

The influence of weathering on the geotechnical properties and slope angles of mudstone in the Mineoka earth-slide area,Japan   总被引：1，自引：0，他引：1  

Yukinori Matsukura  Keiji Mizuno 《地球表面变化过程与地形》1986,11(3):263-273

Three active earth-slide slopes of Tertiary mudstone were investigated: Slope 1 has an angle of 17 ?4°, Slope 2 of 12.9°, and Slope 3 of 11.6°. Infinite slope analysis indicated that the instability of these three slopes can be well explained by using the residual strength parameters of earth-slide soils near the sliding surface in conjunction with the highest ground water table. The residual angle of shearing resistance, ø'_r, plays an important role in the determination of slope angle because it differs greatly among slopes. Mineralogical studies and X-ray diffraction analyses were performed for the clay minerals included in the slope material. The results showed that illite and chlorite were found in Slope 1, and also in Slopes 2 and 3 together with interstratified illite/montmorillonite and montmorillonite. The degree of weathering is progressive in order of Slopes 1, 2 and 3. The alteration of clay minerals by weathering causes the reduction in ø'_r -values, i.e., 19.4° in Slope 1 (steep, less weathered) and 12.1-9.2° in Slopes 2 and 3 (gentle, much more weathered). This result indicates that the degree of weathering has a great influence on the value of ø'_r, which in turn determines the slope angle.  相似文献   

滇黔桂晚海西—中印支伸展裂谷海盆地的演化   总被引：11，自引：0，他引：11       下载免费PDF全文

夏文臣  周杰 《地质学报》1995,69(2):97-112

在详细研究各类喾体积的相序构成和沉积演化过程的基础上，采用动态成因及地层分析的方法，恢复了已曹受严重构造破坏的滇黔桂伸展裂谷海盆地的地层格架，根据各类等时地层界面的性质和地层序列划分出了５个沉积幕，详细解剖了各沉积幕的三维空间构成。同时以沉积体系或为单位，恢复了各沉积幕中相应阶段的构造古地理环境，将伸展裂谷盆地的演化历史划分为陆壳初始裂陷和洋壳化阶段，盆地伸展扩张阶段、洋壳俯冲和盆地分化段以及盆地  相似文献   

The　research　of　a　solution　on　locating　optimally　a　station　for　seismic　disasters　rescue　in　a　city     

姚清林 《地震学报(英文版)》1995,8(1):135-142

ＴｈｅｒｅｓｅａｒｃｈｏｆａｓｏｌｕｔｉｏｎｏｎｌｏｃａｔｉｎｇｏｐｔｉｍａｌｌｙａｓｔａｔｉｏｎｆｏｒｓｅｉｓｍｉｃｄｉｓａｓｔｅｒｓｒｅｓｃｕｅｉｎａｃｉｔｙＱｉｎｇ－ＬｉｎＹＡＯ（姚清林）（ＩｎｓｔｉｔｕｔｅｏｆＧｅｏｌｏｇｙ，ＳｔａｔｅＳｅｉ...  相似文献   

钢筋混凝土框架结构抗震超强系数分析   总被引：1，自引：0，他引：1  

周靖  蔡健  方小丹 《世界地震工程》2007,23(4):227-233

基于我国建筑抗震规范要求设计的14栋代表不同抗震特征要求的多高层规则钢筋混凝土框架，通过静力弹塑性分析详细地评估了框架结构的体系超强能力。分析中采用与抗震规范等效静力地震作用效应分布模式相同的单调递增侧向荷载，以二维平面框架为分析对象。分析结果表明地震分区对超强系数的影响较大；有填充墙框架比无填充墙框架的超强能力明显要大；内框架的超强能力比外框架的超强能力大；超强系数随框架楼层数的增加而减小。  相似文献