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   

A 3D finite element simulation model for TBM tunnelling in soft ground     

Thomas Kasper  Günther Meschke 《国际地质力学数值与分析法杂志》2004,28(14):1441-1460

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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   

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   

A Procedure for Determining the Reaction Curve of Shotcrete Lining Considering Transient Conditions   总被引：6，自引：0，他引：6  

P. P. Oreste 《Rock Mechanics and Rock Engineering》2003,36(3):209-236

Summary The mechanical behaviour of a shotcrete lining is analysed in this paper using the convergence-confinement approach. A calculation procedure is presented which is able to provide the reaction curve of a lining with increasing stiffness, by taking into account the variability due to time of the shotcrete stiffness and strength, as well as the face advancement rate. The proposed procedure is also able to provide the change of the safety factor of the lining in time. This results to be a very useful tool for understanding the behaviour of this widely used support and for assigning its thickness to guarantee stability (also in transient conditions), with a known safety factor, during tunnel excavation. Received May 25, 2001; accepted July 18, 2002; Published online January 21, 2003 Acknowledgements The author would like to thank Prof. S. Pelizza and Dr. S. Xu for the help given during the preparation of this paper. The help of the Editor G. Barla is also acknowledged. Authors' address: Dr. P. P. Oreste, Department of Earth Resources and Land, Politecnics di Torino, corso Duca degli Abruzzi 24, 1-10129 Torino, Italy; e-mail: oreste@polito.it  相似文献   

深厚表土层地面注浆加固过程中井壁应变变化规律     

付厚利 《岩土力学》2003,(Z1)

分析了深厚表土层地面注浆加固过程中井壁的受力特点,介绍了金桥矿副井表土段地面注浆加固过程中井壁的应变观测结论,提出了深厚表土层井壁外注浆加固工程的井壁安全保证核心技术。  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   

隧道支护结构荷载作用的随机反演   总被引：7，自引：0，他引：7  

朱永全  张清 《岩土力学》1996,17(2):57-63

提出荷载－结构模式进行随机反分析方法，从隧道支护结构变形反算对应的荷载作用，可反推围岩抗力系数和覆土荷载的分布情况，以及作用于支护结构上各部位的外荷载。提出了以实测位移为基础的样条函数插值．以插值位移补充大量的实测值，满足了反分析所需众多的已知位移数。通过一施工实例对该方法的可行性进行了检验。  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