无规取向、无吸收非球形粒子光散射的T-矩阵方法     

丁继烈  许丽生 《成都信息工程学院学报》2001,16(3):159-168

较详细地研究了无规取向、无吸收椭球体粒子的T－矩阵收敛问题。首先，简要概括了nmax的3种收敛方案和它们的基本特性。然后，应用1993年提出的数学收敛方法（M－方法）和1998年提出和物理收敛方法（P－方法）研究收敛问题。结果表明椭球粒子收敛精度对粒子的尺度参数，纵横比以及椭球体的种类（例如，长／扁椭球）有很强的依赖性。当粒子的尺度参数不太大时，甚至在极端纵横比的条件下，P－收敛方案优于M－收敛方案。  相似文献   

隶属函数的方法进行等级预报及隶属函数的构造     

毛祖松 《海洋预报》2003,20(2):74-78

模糊数学在气象、水文预报领域中已经得到广泛的应用。其中，用隶属函数的方法作预报对象的多等级长期预报，能取得较好的效果。本文简要介绍用隶属函数的方法进行长期多等级预报的基本思路和步骤，重点介绍在作上述预报过程中，构造隶属函数的一种方法。  相似文献   

城市综合地下管线普查全过程监理技术方法     

杨光  周广华 《测绘工程》2008,17(6):49-52

针对城市综合地下管线普查全过程监理的应用问题,着重探讨全过程监理的总体思路、组织架构与制度保障,进而给出地下管线普查各阶段监理的技术方法与实施要点。  相似文献   

加固需求度分析在某水电站右岸边坡的应用     

和海芳  祝介旺  伍法权  贺可强 《工程地质学报》2008,16(4):512-517

边坡工程需要合理确定加固区与非加固区,在施工过程中,要动态调整设计方案。加固需求度方法将影响边坡稳定的主要因素与现场实际的位移监测结果结合起来,依靠专家经验知识,能够得到比较好的结果。在边坡加固需求度的基础上,引入影响权值,对某水电站右岸边坡稳定性进行分析,计算出一段位移监测期内边坡各部分的加固需求程度,得到了比较好的应用。  相似文献   

Recent developments in seismically isolated buildings in Japan     

Shin Okamoto  Nagahide Kani  Masahiko Higashino  Norihide Koshika  Masayuki Kimizuka  Mitsumasa Midorikawa  Masanori Iiba 《地震工程与工程振动(英文版)》2002,1(2):213-225

The Building Standard Law of Japan and related Enforcement Order and Notifications have been substantially revised since the year 2000 to introduce a performance-based regulatory and deregulation system for building control systems. Up to then, time-history analyses were mandatory for isolated buildings and had to be specially approved by the Minster of the Ministry of Construction (MOC). Simplified design procedures based on the equivalent linear method for seismically isolated buildings have been issued as “Notification 2009 — Structural calculation procedure for buildings with seismic isolation” from MOC, and are now integrated into the Ministry of Land, Infrastructure, and Transportation (MLIT). Along with Notification 2009, “Notification 1446 of year 2000 — Standard for specifications and test methods for seismic isolation devices” was also issued. Buildings with heights equal to or less than 60m and that are designed according to these Notifications, including base isolated buildings, only need approval from local building officials, and no longer require the special approval of the Minister of MLIT. This paper summarizes: 1) some statistics related to buildings with seismic isolation completed up to the end of 2001; 2) simplified design procedures required by Notification 2009 of year 2000; and 3) performance of seismic isolation devices required by Notification 1446 of year 2000.  相似文献   

美国国家气象中心定量降雨预报   总被引：2，自引：0，他引：2       下载免费PDF全文

林明智 《气象》1997,23(11):3-6

美国国家气象中心自１９６０年开始实施定量降雨预报及其检验方案直至１９９３年３３年间，定量降雨预报从广泛依靠预报员经验的人工方法转变到更多依靠对数值模式的解释和修正３的方法，这是预报技术的一大进步。  相似文献   

Application of a normalization procedure in determining regional geochemical baselines   总被引：33，自引：0，他引：33  

S. Covelli  G. Fontolan 《Environmental Geology》1997,30(1-2):34-45

 The regional variability of some geochemical parameters in the Gulf of Trieste is considered in terms of their relationship with Al, used as a normalization factor. Baselines calculated from these relationships are used to determine a simple enrichment factor for each element, defined as the ratio between the actual and predicted baseline value. The normalization procedure permits a new non dimensional reference baseline to be obtained that could help to assess the size of possible anomalies and to provide information on the diffusion and dispersion patterns of pollutants inside the monitored area. Received: 24 August 1995 · Accepted: 15 October 1995  相似文献   

RGMAP系统在1：5万区调中的应用   总被引：1，自引：0，他引：1  

方成名葛梦春  张雄华王庆明 《新疆地质》2004,22(1):98-100

根据RGMAP系统在崇阳县幅1：5万区调过程中的应用实践．阐述了数字区调过程中的数字路线、数字实测剖面数据采集以及室内数据整理、地质图编稿和专题图件制作的工作流程和方法，在此基础上对RGMAP综合应用进行了展望．  相似文献   

CASIOfx-4500PA型计算器在矿床地质勘查中的应用   总被引：1，自引：0，他引：1  

李石桥  孙彬 《四川地质学报》2004,24(1):56-61

CASIOfx-4500PA型计算器为可编程、大容量的科学计算器。通过对地质计算中面积计算、槽坑钻样品厚度计算、钻孔弯曲度修正值计算的原理阐述，简化了计算程序，提高了计算效率。  相似文献   

Are isolated stable rigid clasts in shear zones equivalent to voids?     

Daniel W. Schmid  Yuri Yu. Podladchikov 《Tectonophysics》2004,384(1-4):233-242

Particles in shear enclose important information about a rock's past and can potentially be used to decipher the kinematic history and mechanical behavior of a certain outcrop or region. Isolated rigid clasts in shear zones often exhibit systematic inclinations with respect to the shear-plane at small angles, tending towards the instantaneous stretching direction of the shear zone. This shape preferred orientation cannot be easily explained by any of the analytical theories used in geology. It was recently recognized that a weak mantle surrounding the clast or a slipping clast–matrix interface might be responsible for the development of the observed inclinations. Physical considerations lead us to conjecture that such mantled, rigid clasts can be effectively treated as voids that are not allowed to change their shape. The resulting equivalent void conjecture agrees well with numerical and field data and has the following important geological implications. (i) Clasts in shear zones can have stable positions in simple shear without the requirement of an additional pure shear component. (ii) The stable orientation can be approached either syn- or antithetically; hence, the clast can rotate against the applied shear sense. (iii) The strain needed to develop a strong shape preferred orientation is small (γ≈1) and therefore evaluations based on other theories may overestimate strain by orders of magnitude. (iv) The reconstruction of far-field shear flow conditions and kinematic vorticity analysis must be modified to incorporate these new findings.  相似文献