標(biāo)題: Titlebook: Optimization and Artificial Intelligence in Civil and Structural Engineering; Volume I: Optimizati B. H. V. Topping Book 1992 Springer Scie [打印本頁] 作者: mobility 時(shí)間: 2025-3-21 19:25
書目名稱Optimization and Artificial Intelligence in Civil and Structural Engineering影響因子(影響力)
書目名稱Optimization and Artificial Intelligence in Civil and Structural Engineering影響因子(影響力)學(xué)科排名
書目名稱Optimization and Artificial Intelligence in Civil and Structural Engineering網(wǎng)絡(luò)公開度
書目名稱Optimization and Artificial Intelligence in Civil and Structural Engineering網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Optimization and Artificial Intelligence in Civil and Structural Engineering被引頻次
書目名稱Optimization and Artificial Intelligence in Civil and Structural Engineering被引頻次學(xué)科排名
書目名稱Optimization and Artificial Intelligence in Civil and Structural Engineering年度引用
書目名稱Optimization and Artificial Intelligence in Civil and Structural Engineering年度引用學(xué)科排名
書目名稱Optimization and Artificial Intelligence in Civil and Structural Engineering讀者反饋
書目名稱Optimization and Artificial Intelligence in Civil and Structural Engineering讀者反饋學(xué)科排名
作者: Flustered 時(shí)間: 2025-3-21 21:15 作者: 潛伏期 時(shí)間: 2025-3-22 01:23 作者: 戲法 時(shí)間: 2025-3-22 04:50
Risk Balancing Approaches,An optimisation procedure is described which minimises the risk in a system in which various failure modes can occur, by optimally allocating expenditures in a set of investment modes and subject to an overall cost constraint. An example is given, which illustrates that the model is transparent.作者: 小隔間 時(shí)間: 2025-3-22 10:09 作者: 明智的人 時(shí)間: 2025-3-22 14:39 作者: CRANK 時(shí)間: 2025-3-22 20:00 作者: amnesia 時(shí)間: 2025-3-23 00:32
Entropy and Civil Engineering Optimization, of logically infering missing data. The numerical optimization process is characterized as one of infering a solution from partial information. New strategies for numerical optimization based upon entropy maximization are introduced.作者: 木訥 時(shí)間: 2025-3-23 03:05 作者: lanugo 時(shí)間: 2025-3-23 08:03 作者: 抒情短詩 時(shí)間: 2025-3-23 11:52
Two-Stage Optimal Design in Concrete,n (SQP) along with a FE-solver for linear and nonlinear analysis of structures. In order to achieve at a cost minimal design two optimization problems are formulated: one on a global (structural) level and another one on a local (cross-sectional) level. Two formulations of the above problems are presented.作者: 柔美流暢 時(shí)間: 2025-3-23 14:13 作者: ANTH 時(shí)間: 2025-3-23 20:32
Optimization and Artificial Intelligence in Civil and Structural Engineering978-94-017-2490-6Series ISSN 0168-132X 作者: extemporaneous 時(shí)間: 2025-3-23 22:50 作者: overture 時(shí)間: 2025-3-24 03:13 作者: 易于 時(shí)間: 2025-3-24 09:24 作者: 宮殿般 時(shí)間: 2025-3-24 14:25 作者: condone 時(shí)間: 2025-3-24 15:20 作者: 分發(fā) 時(shí)間: 2025-3-24 19:39
Classification and Comparison of LP Formulations for the Plastic Design of Frames,ons, to a mathematical model requiring solution by linear programming (LP). However, there are many such different formulations in the literature. The main purpose of this paper is to classify all such methods into four types, each with an associated dual formulation. Relationships between the types作者: fibula 時(shí)間: 2025-3-25 01:44
On Some Properties of Optimum Structural Topologies,n tasks. Due to the basic difficulties involved in the solution process, various simplifications and approximations are often considered. The present article introduces some typical characteristics and properties of the problem..The topology of discrete structures is optimized by assuming zero lower作者: Exuberance 時(shí)間: 2025-3-25 04:26
Optimal Design of Large Discretized Systems by Iterative Optimality Criteria Methods,based optimality criteria (COC) is given and certain fundamental concepts are introduced. The analytical COC approach is illustrated by three simple examples in which the differences between optimal plastic and optimal elastic strength design are also explained and it is shown that the solution is i作者: 鞭子 時(shí)間: 2025-3-25 09:03 作者: 使迷醉 時(shí)間: 2025-3-25 12:51 作者: insidious 時(shí)間: 2025-3-25 16:50
Optimal Design for Static and Dynamic Loading,ic programming (SQP) technique is presented. In order to reduce the number of design variables a method of decomposing the structure into substructures is shown, in which the optimization problem itself is also decomposed into one “superior” problem and a number of “inferior” problems, the later cor作者: 使害羞 時(shí)間: 2025-3-26 00:02
Optimal Design and Optimization of Structures,rections recently explored by the authors. Special attention is given to the problem of optimization under multiple load combinations in steel structures. Finally a parallel processing strategy for an optimal analysis and design of coupled field-structural problems is presented.作者: 彩色 時(shí)間: 2025-3-26 03:12 作者: affluent 時(shí)間: 2025-3-26 06:34 作者: 不易燃 時(shí)間: 2025-3-26 09:01
U. Kirschructural change of wave packets, without explicit discussions of the propagation property of wave packets, which is possible only when the structure independence theorem discussed in Chapter 2 holds. However, when the structure independence theorem is not valid, we have to take the propagation prope作者: 增減字母法 時(shí)間: 2025-3-26 13:36 作者: 整體 時(shí)間: 2025-3-26 20:33
G. I. N. Rozvany,W. Gollub,M. Zhouructural change of wave packets, without explicit discussions of the propagation property of wave packets, which is possible only when the structure independence theorem discussed in Chapter 2 holds. However, when the structure independence theorem is not valid, we have to take the propagation prope作者: Infiltrate 時(shí)間: 2025-3-27 00:13 作者: 博識(shí) 時(shí)間: 2025-3-27 02:26 作者: 使成波狀 時(shí)間: 2025-3-27 06:28
B. Jüdt,J. Menkenhagen,G. Thieraufve wit- nessed an increasing interest in supercooled water and amorphous ice. If the properties of liquid water in the normal temperature range are already eccentric, then they become exceedingly so below the normal freezing point, in the metastable temperature range. Water can be supercooled to -39作者: 起皺紋 時(shí)間: 2025-3-27 09:42 作者: BRAND 時(shí)間: 2025-3-27 15:12
W. Booz,G. Thieraufsurfaces. The type of “structure” involving the water molecule and the observable dynamical properties of the water molecules depend to a certain extent upon the particular system being studied and upon its thermal, and possibly, mechanical history. At present, however, the situation is somewhat con作者: debble 時(shí)間: 2025-3-27 17:53
G. I. N. Rozvany,W. Gollub,M. Zhouin some cases, be attributed to effects associated with a change in the strength of the light-wave field acting on the molecules in the condensed medium (in comparison with that in the rarified gas) rather than to intermolecular interaction resulting from the phase transition between the gas and con作者: Figate 時(shí)間: 2025-3-28 00:55 作者: BUCK 時(shí)間: 2025-3-28 05:05
Book 1992nstitute on Optimization and Decision Support Systems in Civil Engineering. The Institute was held in the Department of Civil Engineering at Heriot-Watt University, Edinburgh from June 25th to July 6th 1989 and was attended by eighty participants from Universities and Research Institutes around the 作者: 晚來的提名 時(shí)間: 2025-3-28 09:07
An Assessment of Current Non-Linear Programming Algorithms for Structural Design, Part I: Basic Alg, most major finite element analysis program suppliers are adding optimization to their codes. In Part II of this paper, some recent approximation methods are outlined which help improve efficiency for structural optimization.作者: 熔巖 時(shí)間: 2025-3-28 13:51
Approximate Models for Structural Optimization,ain assumptions. It is shown that the improved behaviour models proposed in this study often provide sufficient results with a moderate computational effort. The possibility of improving the optimal solution by prestressing and passive control devices is demonstrated.作者: 門閂 時(shí)間: 2025-3-28 17:16 作者: 人造 時(shí)間: 2025-3-28 21:43 作者: Nefarious 時(shí)間: 2025-3-29 00:55
An Assessment of Current Non-Linear Programming Algorithms for Structural Design, Part II: Some Recd during the actual optimization. Here, some recent approximation methods for application to structural optimization are presented which are applicable to stress and frequency constrained problems. The design variables may include shape as well as member sizing parameters.作者: 浸軟 時(shí)間: 2025-3-29 04:17 作者: 歪曲道理 時(shí)間: 2025-3-29 10:52
Optimization and Artificial Intelligence in Civil and Structural EngineeringVolume I: Optimizati作者: Abominate 時(shí)間: 2025-3-29 14:10
0168-132X ero indicated at an early stage how important it would be to include knowledge-based systems within the scope of the Institute. The title of the Institute could978-90-481-4201-9978-94-017-2490-6Series ISSN 0168-132X 作者: CHURL 時(shí)間: 2025-3-29 17:26 作者: hypnotic 時(shí)間: 2025-3-29 22:37
B. H. V. Topping (1877). Since then, there have been numerous studies on wave packet propagation associated with the group velocity, including several monographs (Brillouin, 1946, 1953, 1960; Tolstoy, 1973). The study of wave packet propagation was started as soon as the concept of wave group or wave packet was int作者: Morphine 時(shí)間: 2025-3-30 00:28 作者: Console 時(shí)間: 2025-3-30 04:35 作者: FOLD 時(shí)間: 2025-3-30 09:22 作者: 殺子女者 時(shí)間: 2025-3-30 14:58
B. Jüdt,J. Menkenhagen,G. ThieraufThere is currently a debate whether or not a close structural relation- ship exists between amorphous ice and supercooled water. The nucleation and growth of ice in supercooled water and aqueous solutions is also still one of those grey areas of research, although these topics have received considerable atten978-1-4757-6954-8978-1-4757-6952-4作者: PET-scan 時(shí)間: 2025-3-30 20:31 作者: 邊緣 時(shí)間: 2025-3-30 21:33 作者: 先行 時(shí)間: 2025-3-31 04:45 作者: AWRY 時(shí)間: 2025-3-31 06:41 作者: 慷慨不好 時(shí)間: 2025-3-31 11:57
Optimal Design of Large Discretized Systems by Iterative Optimality Criteria Methods,nts and one million variables and a number of local and global constraints of the same order of magnitude. One particularly ill-conditioned example is chosen to demonstrate that in such problems an accurate solution does require a very large number of elements in the discretization. Other examples i作者: 輪流 時(shí)間: 2025-3-31 16:56 作者: aquatic 時(shí)間: 2025-3-31 21:16 作者: Credence 時(shí)間: 2025-3-31 21:40 作者: 魯莽 時(shí)間: 2025-4-1 03:36 作者: Arthr- 時(shí)間: 2025-4-1 08:34
Introductionatical prerequisites. More precisely, the subsequent mathematical and economic chapters form pairs: each mathematical chapter (with odd number) prepares the ground for the subsequent economic chapter (with even number). There are exceptions at the end of the book: Appendix A contains some auxiliary
