標(biāo)題: Titlebook: Mathematical Programming Methods in Structural Plasticity; D. Lloyd Smith Book 1990 Springer-Verlag Wien 1990 algorithms.construction.defo [打印本頁(yè)] 作者: 中間時(shí)期 時(shí)間: 2025-3-21 17:25
書(shū)目名稱(chēng)Mathematical Programming Methods in Structural Plasticity影響因子(影響力)
書(shū)目名稱(chēng)Mathematical Programming Methods in Structural Plasticity影響因子(影響力)學(xué)科排名
書(shū)目名稱(chēng)Mathematical Programming Methods in Structural Plasticity網(wǎng)絡(luò)公開(kāi)度
書(shū)目名稱(chēng)Mathematical Programming Methods in Structural Plasticity網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書(shū)目名稱(chēng)Mathematical Programming Methods in Structural Plasticity被引頻次
書(shū)目名稱(chēng)Mathematical Programming Methods in Structural Plasticity被引頻次學(xué)科排名
書(shū)目名稱(chēng)Mathematical Programming Methods in Structural Plasticity年度引用
書(shū)目名稱(chēng)Mathematical Programming Methods in Structural Plasticity年度引用學(xué)科排名
書(shū)目名稱(chēng)Mathematical Programming Methods in Structural Plasticity讀者反饋
書(shū)目名稱(chēng)Mathematical Programming Methods in Structural Plasticity讀者反饋學(xué)科排名
作者: 颶風(fēng) 時(shí)間: 2025-3-22 00:09 作者: 貞潔 時(shí)間: 2025-3-22 03:59 作者: Compatriot 時(shí)間: 2025-3-22 07:44 作者: 高調(diào) 時(shí)間: 2025-3-22 10:55 作者: 聰明 時(shí)間: 2025-3-22 16:42 作者: moratorium 時(shí)間: 2025-3-22 20:11 作者: 可耕種 時(shí)間: 2025-3-23 00:40 作者: Confound 時(shí)間: 2025-3-23 02:32 作者: Epidural-Space 時(shí)間: 2025-3-23 06:59
0254-1971 tially useful applications in both framed and continuum structures: ultimate strength and elastoplastic deformability; shakedown and practical upper bounds on d978-3-211-82191-6978-3-7091-2618-9Series ISSN 0254-1971 Series E-ISSN 2309-3706 作者: Fibrinogen 時(shí)間: 2025-3-23 10:50
Statics and Kinematics,roved data generation, the nodal description is presented in system coordinates, a procedure for assembling a mesh description for frames with rectangular meshes is suggested, and the transformation of nodal into mesh equilibrium equations is mentioned.作者: Offset 時(shí)間: 2025-3-23 17:46
Complementarity Problems and Unilateral Constraints,ment) Method and Flexibility (Force) Method. Otherwise no reduction is possible and either the dual problems must be solved directly (Direct Energy Approach) or the clasical methods should be applied in an iterative manner. In any case the proposed methodology allows us to establish easily the existence and uniqueness properties of the solution.作者: allude 時(shí)間: 2025-3-23 18:39 作者: JUST 時(shí)間: 2025-3-23 22:59
0254-1971 however, would exhibit a marked and ductile inelasticity if the structure were overloaded by accident or by some improbable but naturally occuring phenomeon. Indeed, the very presence of such ductility constitutes an important safety provision for large-scale constructions where human life is at ri作者: 圓錐體 時(shí)間: 2025-3-24 03:34 作者: chastise 時(shí)間: 2025-3-24 09:03 作者: cathartic 時(shí)間: 2025-3-24 12:58 作者: Charlatan 時(shí)間: 2025-3-24 18:12 作者: Daily-Value 時(shí)間: 2025-3-24 22:20 作者: Aggregate 時(shí)間: 2025-3-25 01:28
Plastic Shakedown Analysis,omputing times. The most efficient way to handle the problem is to apply the shakedown theory. This theory is based on experimental facts obtained from realistic structures or laboratory specimen [1–4]. It offers a direct method as like as limit analysis to perform the analysis of the problem.作者: acrophobia 時(shí)間: 2025-3-25 06:48 作者: atrophy 時(shí)間: 2025-3-25 09:17 作者: Ordnance 時(shí)間: 2025-3-25 12:52
Linear Programming,ogramming in its two-phase form, and the program solution is related to the Karush-Kuhn-Tucker optimality conditions. The duality of linear programming is described in terms of the associated Lagrangian, and the optimal solution of the dual linear program is obtained from the Simplex solution of the primal problem through the Simplex multipliers.作者: 小畫(huà)像 時(shí)間: 2025-3-25 17:40
Piecewise-Linear Elastic-Plastic Stress-Strain Relations,n relations is presented and processed next through mathematical programming theory to illustrate its capacity for generating variational interpretations and statements of qualification regarding the existence, uniqueness and stability of elastoplastic solutions.作者: Intersect 時(shí)間: 2025-3-25 21:15
Elastic-Plastic Analysis of Structural Cross-Sections,imit states is encoded by linear {quadratic} programming problems for structural materials exhibiting unbounded {bounded} yield plateaux. An incremental procedure is used to trace the pre- and post-collapse response of the cross-section under analysis.作者: caldron 時(shí)間: 2025-3-26 02:40
Elastoplastic Analysis of Skeletal Structures,n, in terms of stress, strain and plastic multipliers, is incorporated to model the cross-sectional behaviour of the constitutive building elements. The ensuing formulation is encoded to perform both elastoplastic deformation and incremental analyses.作者: 語(yǔ)源學(xué) 時(shí)間: 2025-3-26 05:59 作者: 陶醉 時(shí)間: 2025-3-26 11:52
Variational Statements and Mathematical Programming Formulations in Elastic-Plastic Analysis,c-plastic behavior are next discussed, under the assumption that the constitutive law can be expressed in a piecewise linear form. The discrete elastic-plastic problem for finite load increments is considered in this context and connections with Mathematical Programming formulations are underlined.作者: defeatist 時(shí)間: 2025-3-26 16:04 作者: 商業(yè)上 時(shí)間: 2025-3-26 18:43
D. Lloyd Smitho the physical processes involved in natural signal transduction and to open new opportunities in synthetic biology, for example the integration of artificial signaling pathways into cells. Although it is still a developing field, we discuss a selection of recent stimuli-responsive supramolecular co作者: HEAVY 時(shí)間: 2025-3-26 21:27 作者: 類(lèi)人猿 時(shí)間: 2025-3-27 02:18
D. Lloyd Smithmpt to define clinical situations in which it aided in diagnosis, helped guide treatment options and/or possibly eliminated the need for conventional angiography. Two patient populations were studied, those with nonvascular pathology (. = 42) and those with vascular neurologic disease (. = 108). In 作者: 過(guò)份艷麗 時(shí)間: 2025-3-27 08:47 作者: 征兵 時(shí)間: 2025-3-27 11:13
D. Lloyd Smithhematics fields.Gives panoramic state of art view on modern .This book collects selected papers written by invited and plenary speakers of the 15th International Congress on Mathematical Physics (ICMP) in the aftermath of the conference. In extensive review articles and expository texts as well as a作者: TSH582 時(shí)間: 2025-3-27 16:36 作者: 苦惱 時(shí)間: 2025-3-27 17:50
Mathematical Programming, the theory of structures with plastic constitutive laws. Firstly, the classical problem of optimisation is used to introduce the method of Lagrange multipliers. The same method is then applied to a mathematical program with inequality constraints, and the necessary optimality criteria of Karush, Ku作者: 鍍金 時(shí)間: 2025-3-28 01:51 作者: AVERT 時(shí)間: 2025-3-28 05:06
Quadratic Programs and Complementarity,that has a symmetric matrix. The dual quadratic programs of Dorn are derived, as are the symmetric dual programs of Cottle which are especially useful in elasto-plastic structural analysis. Cottle’s duality theorem is stated, and attention is given to the joint solution and to the question of unique作者: expansive 時(shí)間: 2025-3-28 09:47
Statics and Kinematics,f mathematical form between structural mechanics and other engineering problems is expressed in terms of network theory, and this approach is used to emphasise the need for a systematic description of the structural problem. Two, quite different, but equally systematic ways of setting out the static作者: CANON 時(shí)間: 2025-3-28 12:44 作者: jagged 時(shí)間: 2025-3-28 17:25
Piecewise-Linear Elastic-Plastic Stress-Strain Relations,conditions is used to illustrate the role of the intervening constitutive operators. A matrix description for incremental elastic-plastic stress-strain relations is presented and processed next through mathematical programming theory to illustrate its capacity for generating variational interpretati作者: 不可接觸 時(shí)間: 2025-3-28 22:23 作者: faculty 時(shí)間: 2025-3-29 02:04 作者: orient 時(shí)間: 2025-3-29 06:18
Elastoplastic Analysis of Skeletal Structures,ot only the element displacement field but also the stress-resultant distribution, in both mesh and nodal representations. A finite element description, in terms of stress, strain and plastic multipliers, is incorporated to model the cross-sectional behaviour of the constitutive building elements. T作者: 博識(shí) 時(shí)間: 2025-3-29 09:51 作者: 特別容易碎 時(shí)間: 2025-3-29 11:41
Optimal Plastic Design and the Development of Practical Software, both proportional and repeated loadings. The applicability of linear programming techniques to this kind of problem was pointed out some twenty years ago. The principle of the method is widely exposed in the literature.. In this paper we restrict ourselves to some particular aspects of the automati作者: Minatory 時(shí)間: 2025-3-29 18:55
Variational Statements and Mathematical Programming Formulations in Elastic-Plastic Analysis,recalled, which provide suitable bases for finite element discretization. Extensions to holonomic or piecewise holonomic representations of the elastic-plastic behavior are next discussed, under the assumption that the constitutive law can be expressed in a piecewise linear form. The discrete elasti作者: Cervical-Spine 時(shí)間: 2025-3-29 20:21 作者: lymphoma 時(shí)間: 2025-3-30 00:16 作者: cataract 時(shí)間: 2025-3-30 07:57 作者: Scintillations 時(shí)間: 2025-3-30 09:22 作者: gnarled 時(shí)間: 2025-3-30 15:54
Structural Analysis for Nonlinear Material Behaviour, approximations the nonlinear functions intervening in the governing system. Procedures for detecting and solving situations of plastic straining and unstressing and of elastoplastic instabilization of the structure are incorporated in the algorithm suggested to perform the analysis of the response 作者: 首創(chuàng)精神 時(shí)間: 2025-3-30 17:02 作者: 出來(lái) 時(shí)間: 2025-3-30 21:56 作者: 現(xiàn)暈光 時(shí)間: 2025-3-31 03:36
CISM International Centre for Mechanical Scienceshttp://image.papertrans.cn/m/image/626548.jpg作者: bronchodilator 時(shí)間: 2025-3-31 05:22 作者: Infusion 時(shí)間: 2025-3-31 11:04 作者: 磨碎 時(shí)間: 2025-3-31 15:40 作者: 詞匯表 時(shí)間: 2025-3-31 19:10 作者: 壓迫 時(shí)間: 2025-3-31 21:43 作者: Ligneous 時(shí)間: 2025-4-1 03:01 作者: Sinus-Rhythm 時(shí)間: 2025-4-1 08:17 作者: 脆弱帶來(lái) 時(shí)間: 2025-4-1 13:18 作者: 積習(xí)已深 時(shí)間: 2025-4-1 15:22 作者: 充滿(mǎn)人 時(shí)間: 2025-4-1 18:55 作者: 千篇一律 時(shí)間: 2025-4-1 22:39
1431-1933 ctitioners, e.g. portfolio managers.EU membership involves political and economic reforms .which influence financial markets in the new member states. .This study empirically explores and quantifies the effects of .EU accession on the risk and return of equity markets in eight .Central and Eastern E作者: 訓(xùn)誡 時(shí)間: 2025-4-2 05:04 作者: SNEER 時(shí)間: 2025-4-2 09:38
called flux creep, is also discussed. In extreme cases the critical current density is reduced to zero at some magnetic field called the irreversibility field. The principles used to determine the irreversibility field are described, and the result is applied to high-temperature superconductors in C
