標(biāo)題: Titlebook: Structural Stability and Vibration; An Integrated Introd Sine Leergaard Wiggers,Pauli Pedersen Book 2018 Springer International Publishing [打印本頁(yè)] 作者: VIRAL 時(shí)間: 2025-3-21 17:24
書(shū)目名稱(chēng)Structural Stability and Vibration影響因子(影響力)
書(shū)目名稱(chēng)Structural Stability and Vibration影響因子(影響力)學(xué)科排名
書(shū)目名稱(chēng)Structural Stability and Vibration網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱(chēng)Structural Stability and Vibration網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱(chēng)Structural Stability and Vibration被引頻次
書(shū)目名稱(chēng)Structural Stability and Vibration被引頻次學(xué)科排名
書(shū)目名稱(chēng)Structural Stability and Vibration年度引用
書(shū)目名稱(chēng)Structural Stability and Vibration年度引用學(xué)科排名
書(shū)目名稱(chēng)Structural Stability and Vibration讀者反饋
書(shū)目名稱(chēng)Structural Stability and Vibration讀者反饋學(xué)科排名
作者: debunk 時(shí)間: 2025-3-21 22:07
Beam-Columns and Applied Berry Functions,Beam-column theory is beam theory that includes bending moments from column forces. This problem is still linear in external bending loads but nonlinear in column loads for static equilibrium in displaced state.作者: Proponent 時(shí)間: 2025-3-22 02:32
,Eigenfrequencies of Beam-Columns with?Spring Supported BC,The general eigenvalue problem with three supporting parameters (non-dimensional ., ., and .) and also combined axial load and eigenfrequency is described with its general solution.作者: annexation 時(shí)間: 2025-3-22 08:31
Stability of 2D Frames,Then a solution procedure for these rather simple frames is presented as a kind of “cookbook.” A case (Roorda–Koiter frame) of critical imperfection analysis is shown with solution obtained by applying Berry functions. The necessary statics to formulate this problem is a good exercise.作者: 洞穴 時(shí)間: 2025-3-22 09:06
,Buckling Stresses, Material Nonlinearity, and?Beam Modeling,Different concepts are introduced to increase the use of earlier presented results to other cross sections and other BC. The concepts of inertia radius, equivalent length and slenderness ratio are important for beam-columns.作者: 憤怒歷史 時(shí)間: 2025-3-22 16:08
Sine Leergaard Wiggers,Pauli PedersenOffers an overview of three related subjects (stability, vibration and dynamic stability), which are usually taught separately in university courses.Discusses key equations and their derivation for st作者: Dislocation 時(shí)間: 2025-3-22 17:42 作者: GEM 時(shí)間: 2025-3-22 22:45 作者: violate 時(shí)間: 2025-3-23 03:58
Springer Tracts in Mechanical Engineeringhttp://image.papertrans.cn/t/image/880044.jpg作者: Gossamer 時(shí)間: 2025-3-23 09:00 作者: 大火 時(shí)間: 2025-3-23 10:31 作者: FOR 時(shí)間: 2025-3-23 17:28 作者: 忘川河 時(shí)間: 2025-3-23 18:09 作者: Osteoporosis 時(shí)間: 2025-3-23 22:34
Dynamic Stability Formulation, case presented at the end of Chap.?8. The essential difference between divergence instability with zero eigenfrequency and flutter instability, i.e., vibration with increasing amplitude is discussed. The limitation of formulations with a single degree of freedom is also presented.作者: REP 時(shí)間: 2025-3-24 04:40 作者: 抑制 時(shí)間: 2025-3-24 07:47 作者: NICHE 時(shí)間: 2025-3-24 12:47 作者: 費(fèi)解 時(shí)間: 2025-3-24 17:14
,Routh–Hurwitz-Liénard–Chipart Criteria,tailed analytical expressions. Furthermore, the simplifications by Liénard–Chipart (1914) are often not included. This is the background for the present chapter and for applying the name Routh–Hurwitz-Liénard–Chipart criteria.作者: COMA 時(shí)間: 2025-3-24 21:13 作者: 異端邪說(shuō)2 時(shí)間: 2025-3-25 02:13 作者: 扔掉掐死你 時(shí)間: 2025-3-25 06:32
Sine Leergaard Wiggers,Pauli Pederseninsights needed to appreciate them. From ‘Bell‘s Theorem‘ to experiments in quantum entanglement, the reader will gain a?solid understanding of one of the most fascinating areas of contemporary physics.978-3-319-05472-8978-3-319-05473-5作者: fluffy 時(shí)間: 2025-3-25 08:32 作者: Middle-Ear 時(shí)間: 2025-3-25 14:19
Sine Leergaard Wiggers,Pauli Pedersenical applications, such as a scheme for the determination of the carrier-envelope phase of ultra-intense laser pulses and a proposal for detecting the strongly suppressed two-photon signal.978-3-319-38390-3978-3-319-07740-6Series ISSN 2190-5053 Series E-ISSN 2190-5061 作者: Lasting 時(shí)間: 2025-3-25 19:14
Sine Leergaard Wiggers,Pauli Pedersenppenheimerapproximation. Finally, in the seventh chapter it is explained the second quantization of the non-relativistic matter field, i.e. the Schrodinger field, which gives a powerful tool for the investigati978-3-319-38271-5978-3-319-05179-6Series ISSN 2198-7882 Series E-ISSN 2198-7890 作者: 潛伏期 時(shí)間: 2025-3-25 22:12 作者: 有常識(shí) 時(shí)間: 2025-3-26 00:17 作者: 小故事 時(shí)間: 2025-3-26 07:48 作者: Notorious 時(shí)間: 2025-3-26 09:49 作者: Asymptomatic 時(shí)間: 2025-3-26 14:04
principle of a single-ion clock is described, and candidate species are highlighted. Advanced techniques for quantum state preparation and readout can now be used to enable frequency comparisons with unprecedented precision. This suggests that trapped ions will offer new levels of measurement sensi作者: 考博 時(shí)間: 2025-3-26 17:17
Sine Leergaard Wiggers,Pauli Pedersen principle of a single-ion clock is described, and candidate species are highlighted. Advanced techniques for quantum state preparation and readout can now be used to enable frequency comparisons with unprecedented precision. This suggests that trapped ions will offer new levels of measurement sensi作者: Exploit 時(shí)間: 2025-3-27 00:57 作者: harrow 時(shí)間: 2025-3-27 05:04 作者: fabricate 時(shí)間: 2025-3-27 07:29
Sine Leergaard Wiggers,Pauli Pedersenence is demonstrated and experimentally validated, embracing injection-dependent carrier lifetimes at extremely low injection conditions, a spatially resolved carrier lifetime calibration of luminescence images, and accurate approaches to both net dopant concentration and minority carrier mobility.作者: 女歌星 時(shí)間: 2025-3-27 11:41
Sine Leergaard Wiggers,Pauli PedersenCQ incorporates the idea of public key encryption and conjunctive keywords search to achieve conjunctive query without data and query privacy leakage. Security analysis demonstrates that the ECQ can achieve the security requirements, namely, data confidentiality, integrity and privacy, as well as qu作者: 安心地散步 時(shí)間: 2025-3-27 13:46
Sine Leergaard Wiggers,Pauli Pedersending registered nurses, medical supplies, and capital and fixed costs. These inputs generate the outputs or intermediate measures (inputs to the second stage), including patient days, quality of treatment, drug dispensed, among others. The outputs of the second (physician controlled) stage include r作者: 抵消 時(shí)間: 2025-3-27 18:32 作者: Estimable 時(shí)間: 2025-3-27 23:47 作者: Myocyte 時(shí)間: 2025-3-28 02:35
as some important geophysical data sets and models.?Solutions to the exercises are also included..A unified quantitative description of plate tectonics, combining geological and geophysical perspectives .Professional software, manual verification examples and applications are available as additional作者: 讓步 時(shí)間: 2025-3-28 09:38 作者: 生來(lái) 時(shí)間: 2025-3-28 13:29
Shear Beam Loads and Cantilever Beam-Columns,spring support is included at the right beam end. Results for cantilever beam-columns are then available, then with a number of parameters: load(s) position ., rotational spring stiffnesses ., . (dimensionless ., .), and translational spring stiffness . (dimensionless .).作者: Needlework 時(shí)間: 2025-3-28 14:37 作者: Incorporate 時(shí)間: 2025-3-28 19:44 作者: 噴出 時(shí)間: 2025-3-29 01:04 作者: 含鐵 時(shí)間: 2025-3-29 03:09 作者: 高貴領(lǐng)導(dǎo) 時(shí)間: 2025-3-29 08:02 作者: blight 時(shí)間: 2025-3-29 13:55 作者: 態(tài)學(xué) 時(shí)間: 2025-3-29 17:36
Beam-Column Eigenfrequencies,er BC, the analytical solutions complicate and generalized basic Berry functions with an added tilde notation must be introduced. For each case of no axial force, eigenfrequencies as a function of conservative axial force are obtained. Graphically results are shown for different combinations of rota作者: Lamina 時(shí)間: 2025-3-29 19:54 作者: CHOP 時(shí)間: 2025-3-30 01:27 作者: Lumbar-Stenosis 時(shí)間: 2025-3-30 06:04
Large Displacements, Pre-buckling Strains, and Snap-Through,tica is derived. The modified data for length and moment of inertia, just before buckling, also influence the determined buckling load. An example of a column, build up of truss bars, is presented with analytical result as well as a numerical 2D truss model. Linear elastic snap-through of von Mises 作者: 悲觀(guān) 時(shí)間: 2025-3-30 09:28
Dynamics of Discretized Linear Systems,ping matrices and stiffness matrices and on a linear eigenvalue problems. Derived knowledge on real, positive eigenvalues, on mutual orthogonal eigenvalues and on mode expansion for general linear systems. Finally vibrations with single degree of freedom (dof) give introductory information on the in作者: 課程 時(shí)間: 2025-3-30 15:33
Discretized Stability Analysis,ling analysis. These approaches include eigenvalue problems with different formulations. Linear buckling analysis is often non-reliable and therefore nonlinear buckling analysis, based on Green-Lagrange strains, is described in more detail.作者: GUILT 時(shí)間: 2025-3-30 18:23
,Routh–Hurwitz-Liénard–Chipart Criteria,tailed analytical expressions. Furthermore, the simplifications by Liénard–Chipart (1914) are often not included. This is the background for the present chapter and for applying the name Routh–Hurwitz-Liénard–Chipart criteria.作者: admission 時(shí)間: 2025-3-30 20:50
Numerical Tools,few FORTRAN codes for solving linear equations are included. These few code lines often cover the most time (CPU time)-consuming part for a large program. The mathematical description of subspace iteration is given special attention.作者: Sad570 時(shí)間: 2025-3-31 04:10
