標(biāo)題: Titlebook: Boundary Element Analysis of Plates and Shells; Dimitri E. Beskos Conference proceedings 1991 Springer-Verlag Berlin Heidelberg 1991 Dynam [打印本頁] 作者: estrange 時(shí)間: 2025-3-21 17:52
書目名稱Boundary Element Analysis of Plates and Shells影響因子(影響力)
書目名稱Boundary Element Analysis of Plates and Shells影響因子(影響力)學(xué)科排名
書目名稱Boundary Element Analysis of Plates and Shells網(wǎng)絡(luò)公開度
書目名稱Boundary Element Analysis of Plates and Shells網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Boundary Element Analysis of Plates and Shells被引頻次
書目名稱Boundary Element Analysis of Plates and Shells被引頻次學(xué)科排名
書目名稱Boundary Element Analysis of Plates and Shells年度引用
書目名稱Boundary Element Analysis of Plates and Shells年度引用學(xué)科排名
書目名稱Boundary Element Analysis of Plates and Shells讀者反饋
書目名稱Boundary Element Analysis of Plates and Shells讀者反饋學(xué)科排名
作者: 偽證 時(shí)間: 2025-3-21 22:27
https://doi.org/10.1007/978-3-030-79580-1ns in flexure and stretching in its formulation. This creates boundary as well as domain integrals due to the flexure-stretching coupling terms and thus requires a boundary as well as an interior discretization. However, the simplicity of the fundamental solution results in a more efficient and gene作者: limber 時(shí)間: 2025-3-22 02:28
Love and Romance in Britain, 1918 - 1970e) Other methods which lack common characteristics. For each group of special methods a separate section is devoted. The special methods are described by the most representative methods of each group. The description of each special method is supplemented by several numerical results which are compa作者: 使服水土 時(shí)間: 2025-3-22 06:42
Dynamic Analysis of Plates,of a time marching scheme in the time domain or Laplace transform with respect to time, in which case a numerical inversion of the transformed solution is required to obtain the time domain response. The effect of external viscous damping or internal viscoelastic damping as well as of in-plane force作者: 山頂可休息 時(shí)間: 2025-3-22 09:06 作者: 橫截,橫斷 時(shí)間: 2025-3-22 13:34 作者: Tractable 時(shí)間: 2025-3-22 18:04
Mapiko: Fragments of Revolutionary Timerpolation for the lateral deflection and a piecewise linear interpolation for the other boundary functions. The computation of internal actions, the treatment of sub-domain load integrals, the handling of internal supports and the effect of singularities are discussed. Numerical examples illustrate the method and demonstrate its advantages.作者: Between 時(shí)間: 2025-3-22 21:12
Love and Romance in Britain, 1918 - 1970 works exceedingly well. As with all methods, it does have certain drawbacks. An attempt is made in this chapter not only to explain the details of the method, but to clearly point out both its advantages and disadvantages.作者: 徹底檢查 時(shí)間: 2025-3-23 02:51 作者: 玉米 時(shí)間: 2025-3-23 06:22
Mapiko: Fragments of Revolutionary Timeare also considered for the plate problems. The shell formulation is derived by transforming the general 3-D BEM equations to the appropriate curvilinear coordinates and taking advantage of the shell thinness. Numerical results are presented for several plate and shell problems.作者: 漸變 時(shí)間: 2025-3-23 09:52
Large Deformation Analysis of Plates and Shells,ns. The resulting equations are then linearized and incremental solution strategies are discussed. In the case of problems involving limit points, a procedure which is a variation of an arc-length method is described. Numerical results of both plate and shallow shell problems are given to demonstrate the computational efficiency of the method.作者: forecast 時(shí)間: 2025-3-23 16:50 作者: integrated 時(shí)間: 2025-3-23 18:10
Static Analysis of Plates,rpolation for the lateral deflection and a piecewise linear interpolation for the other boundary functions. The computation of internal actions, the treatment of sub-domain load integrals, the handling of internal supports and the effect of singularities are discussed. Numerical examples illustrate the method and demonstrate its advantages.作者: 品牌 時(shí)間: 2025-3-24 01:36 作者: 證明無罪 時(shí)間: 2025-3-24 03:30 作者: 紅腫 時(shí)間: 2025-3-24 08:59
Genders and Sexualities in Historyles to avoid those domain integrals which affect the basic boundary character of the representation. Numerical solutions of some basic plate problems are presented to demonstrate the applicability of those boundary integral formulations.作者: osculate 時(shí)間: 2025-3-24 11:05 作者: Oratory 時(shí)間: 2025-3-24 14:49 作者: LIMN 時(shí)間: 2025-3-24 21:04
Static Analysis of Plates, Using Green’s second identity, the plate bending problem is formulated in terms of two singular integral equations involving boundary lateral deflections, normal slopes, normal bending moments and equivalent shear forces. In the numerical implementation of the method use is made of a Hermitian inte作者: 魔鬼在游行 時(shí)間: 2025-3-25 02:03 作者: 鎮(zhèn)痛劑 時(shí)間: 2025-3-25 03:45 作者: infringe 時(shí)間: 2025-3-25 08:03
Large Deformation Analysis of Plates and Shells, finite delections. The method is developed through the use of the weak form of the appropriate governing differential equations and boundary conditions. The resulting equations are then linearized and incremental solution strategies are discussed. In the case of problems involving limit points, a p作者: 貪婪地吃 時(shí)間: 2025-3-25 14:43
Inelastic Analysis of Plates and Shells,lems, three different formulations are compared. In addition, thermal stresses, membrane effects, large deformation analysis and instability analysis are also considered for the plate problems. The shell formulation is derived by transforming the general 3-D BEM equations to the appropriate curvilin作者: Peculate 時(shí)間: 2025-3-25 17:17 作者: 公司 時(shí)間: 2025-3-25 23:08
Special Methods for Plate Analysis,uring the first efforts to apply the boundary integral equation method to the plate bending problem and before the appearance of general direct BEM formulations in the literature. Other special BEM’s have been developed later in order to overcome certain shortcomings and computational difficulties i作者: 無意 時(shí)間: 2025-3-26 01:43 作者: nocturia 時(shí)間: 2025-3-26 07:23 作者: Junction 時(shí)間: 2025-3-26 08:33
Mapiko: Fragments of Revolutionary Time Using Green’s second identity, the plate bending problem is formulated in terms of two singular integral equations involving boundary lateral deflections, normal slopes, normal bending moments and equivalent shear forces. In the numerical implementation of the method use is made of a Hermitian inte作者: 雀斑 時(shí)間: 2025-3-26 15:30 作者: BRIDE 時(shí)間: 2025-3-26 19:12
https://doi.org/10.1007/978-3-030-79580-1d of the boundary element method and its variations. Static analysis of shallow shells can first be accomplished by the conventional direct or indirect boundary element method, which employs the fundamental solution of the problem and is based on the displacement or the fiexural displacement — membr作者: collateral 時(shí)間: 2025-3-27 00:28 作者: Osteons 時(shí)間: 2025-3-27 03:42 作者: Compass 時(shí)間: 2025-3-27 08:25 作者: gangrene 時(shí)間: 2025-3-27 09:49 作者: 騷擾 時(shí)間: 2025-3-27 17:17 作者: 構(gòu)成 時(shí)間: 2025-3-27 18:38 作者: 頭腦冷靜 時(shí)間: 2025-3-27 22:21 作者: Limited 時(shí)間: 2025-3-28 04:32 作者: Deject 時(shí)間: 2025-3-28 08:40 作者: Mammal 時(shí)間: 2025-3-28 10:49
https://doi.org/10.1007/978-3-642-45694-7Dynamics; Dynamik; Plates and shells; Randelementmethode; Statics; Statik; boundary element method; mechani作者: Popcorn 時(shí)間: 2025-3-28 17:03 作者: 鞠躬 時(shí)間: 2025-3-28 22:25
10樓作者: Affection 時(shí)間: 2025-3-29 01:02
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10樓作者: 詞匯記憶方法 時(shí)間: 2025-3-29 11:18
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