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In this paper, the asymptotic estimations of initial value solution are obtained for an eigenvalue problem with three-point boundary conditions by use of the iterate method.

本文运用叠代法,先得到一个带三点边条件特征值问题初值解,并构造了一个整函数ω,其零点集合与带三点边条件特征值问题的特征值集合重合。

We deal with the biharmonic equation and proved that under our assumptions, the week solution of the natural boundary value problem strongly converges (in H~2) to that of the first boundary value problem.

为克服这一困难,我们用具自然边界条件的边值问题(在二阶椭圆型方程情形为第三边值问题)去逼近相应的第一边值问题,并以重调和方程为例,证明了在一定条件下,其具自然边界条件的边值问题的弱解在H~2的意义下强收敛到相应的第一边值问题的弱解。

In this paper, we study the oscillations of the eigenfunction of Sturm-Liouville problem with indefinite coefficients and general separated boundary conditions on (0,l).

本文研究了定义在有限区间上的具有一般分离型边条件的左定Sturm-Liouville算子的特征函数的振荡问题。

Finally we obtain a formula which can be used to calculate the numbers of oscillation points in 0,l} of the eigenfunction corresponding to the nth eigenvalue.

Binding研究的具有一种特殊分离型边条件的左定Sturm-Liouville算子得到的结果要复杂,P.Binding得到的结果是本文的一种特例。

Container Yard C/收货人 Consignee C/O 产地证 Certificate of Origin CAF 货币汇率附加费 Currency Adjustment Factor CFS 散货仓库 Container Freight Station CFS/CFS 散装交货 CHB 报关行 Customs House Broker CIF 成本,保险加海运费 COST,INSURANCE,FRIGHT CIP 运费、保险费付至目的地 Carriage and Insurance Paid To COMM 商品 Commodity CPT 运费付至目的地 Carriage Paid To CTNR 柜子 Container CY/CY 整柜交货 D/A 承兑交单 Document Against Acceptance D/O 到港通知 Delivery Order D/P 付款交单 Document Against Payment DAF 边境交货 Delivered At Frontier DDC 目的港码头费 Destination Delivery Charge DDP 完税后交货 Delivered Duty Paid DDU 未完税交货 Delivered Duty Unpaid DEQ 目的港码头交货 Delivered Ex Quay DES 目的港船上交货 Delivered Ex Ship Doc#文件号码 Document Number EPS 设备位置附加费 Equipment Position Surcharges Ex 工厂交货 Work/ExFactory F/F 货运代理 Freight Forwarder FAF 燃料附加费 Fuel AdjustmentFactor FAK 各种货品 Freight All Kind FAS 装运港船边交货 Free Alongside Ship FCA 货交承运人 Free Carrier FCL 整柜 Full Container Load Feeder Vessel/Lighter 驳船航次 FEU 40'柜型 Forty-Foot Equivalent Unit 40' FMC 联邦海事委员会 Federal Maritime Commission FOB 船上交货 Free On Board GRI 全面涨价 General RateIncrease H/C 代理费 Handling Charge HBL 子提单 House B/L I/S 内销售 Inside Sales IA 各别调价 Independent Action L/C 信用证 Letter of Credit Land Bridge 陆桥 LCL 拼柜 Less Than Container Load M/T 尺码吨 Measurement Ton MB/L 主提单 Master Bill Of Loading MLB 小陆桥,自一港到另一港口 Minni Land Bridge Mother Vessel 主线船 MTD 多式联运单据 Multimodal Transport Document N/F 通知人 Notify NVOCC 无船承运人 Non Vessel OperatingCommon Carrier O/F 海运费 Ocean Freight OBL 海运提单 OceanB/L OCP 货主自行安排运到内陆点 Overland Continental Point OP 操作 Operation ORC 本地收货费用 Origen Recevie Charges P.

一般都规定租船人负担,即船方不负担装卸,理舱和平舱费条件(FREE IN AND OUT,STOWED,TRIMMED--F.I.O.S.T。)。

The semiboundless mixed problem of the fractional diffusion equation with the third kind nonhomogeneous boundary condition is studied.

研究了一维半无界分数阶扩散方程具有第三类非齐次边条件的混合问题。

The Euler-Lagrange equations and corresponding natural boundary condition are derived by the variation of Ohmic energy dissipation under the constraint of magnetic helicity balance.

在磁螺旋平衡的约束条件下,对总的欧姆耗散取变分,得出了环位形下的Euler_Lagrange方程和自然边条件

The fundamental solution of the mixed problem with the third kind homogeneous boundary condition and that with the zero initial condition are given respectively.

分别给出具有第三类齐次边条件的混合问题基本解以及具有零初始条件的混合问题基本解。

The presterssed anchor cable frame combined with backwall, drainage is necessary due to longtime sability and permanent utilization.Firstly,according the study of engineering of geology situation of the high slope, the mechanism of deformation failure and the major hazard of the high slope of PanMei is analysed comprehensively.And the whole slope is divided into two different geology enginnering areas:Western slope(1160 section plane -1240 section plane)and Eastern slope(1240 section plane -1320 section plane). The result of 3D numerical simulation is the same as geology judgement. Later,slope cut (1:0.75) is implemented based on the engineering comparison and criterion.Meanwhile, Limit equilibrium method , Monte Carlo Probabilistic slope stability the stability , Sensitivity analysis and Finent element method of for assessing the cutted slope stability is carried out. The result indicates that Western slope is instable, Eastern slope is relatively stable.So much attention should be paid to Western slope.Different reinforcement measures in different areas are given according to its stability and meet economical request. Gravity wall is introduced in accordance with landform in order to prevent small falling at the foot of the high slope ,which will be a threat to the high slope stability. Handling measure is also applied to Eastern slope. At last,FLAC3D numerical analysis shows the feasibility and reasonableness of the handling measure of the high slope.

论文首先研究了边坡的工程地质条件,全面分析边坡的变形破坏机制和边坡的主要地质灾害,将边坡分为西段不稳定边坡区(1160剖面~1240剖面)和东段相对稳定边坡区(1240剖面~1320剖面),通过三维数值模拟再现了边坡在自重作用下的破坏机制和过程;在此基础上通过工程类比和规范要求,确定按照1:0.75进行放坡处理,并分析了放坡后边坡的稳定性状况,分别通过极限平衡法、蒙特卡洛法概率分析、参数敏感性分析和有限元稳定性计算等多种方法对边坡在各种工况下的进行稳定性研究,计算结果表明,西段边坡较之东段边坡稳定情况差,是边坡支护的关键之处,而东段边坡相对是稳定的;边坡的综合治理措施选用的是框架锚索并结合挡土墙和排水工程,治理设计根据不同区段的稳定性情况采用不同的支护结构,做到了经济合理的要求;在边坡的坡脚设置重力式挡土墙,防治边坡小规模的崩塌,会对上部的锚索支护护造成不利影响,进而影响边坡的稳定;东段边坡的填方区也给出了治理对策;最后通过三维显示拉各朗日有限差分程序(FLAC3D)模拟了高边坡放坡和支护效果,论证了治理措施的有效性和合理性。

In Chapter 3, we discuss the self-adjoint boundary-value problems for products of m differential operators generated by the same symmetric differential expression of order n defined on a, b

第三章 讨论了m个由同一n阶对称微分算式生成的赋予某种边界条件的微分算子乘积自伴边值问题,结合常微分算子自伴扩张的一般构造理论,分别给出了两个四阶微分算子、两个n阶微分算子、m个n阶微分算子乘积自伴边条件的解析刻划,得到了乘积微分算子是自伴的充分必要条件及与乘积算子自伴性有关的一些有益结果。

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歌手leona刘易斯和前率领的飞艇的吉他手吉米页出现巴士转化为基层所涵盖的嘉年华花车,和一双合并为一移交&整个lotta爱&。

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