標題: Titlebook: Evolutionary Structural Optimization; Y. M. Xie,G. P. Steven Book 1997 Springer-Verlag London 1997 Fundament.Kette.beam.design.design proc [打印本頁] 作者: 遠見 時間: 2025-3-21 19:53
書目名稱Evolutionary Structural Optimization影響因子(影響力)
作者: 愚笨 時間: 2025-3-21 21:15
tructures, shape optimization, and stress reduction. This is followed by a section describing Evolve97, a software package which will allow readers to try the ideas of ESO themselves and to solve their optimization problems. This software is provided on a computer diskette which accompanies the book.978-1-4471-1250-1978-1-4471-0985-3作者: echnic 時間: 2025-3-22 01:48
Expressive Spaces in Digital 3D Cinemahosen frequency, keeping a chosen frequency constant, maximizing the gap of two frequencies, as well as considerations of multiple frequency constraints. Much of the material presented in this chapter is based on the work of Xie and Steven (1996).作者: observatory 時間: 2025-3-22 08:13
Frequency Optimization,hosen frequency, keeping a chosen frequency constant, maximizing the gap of two frequencies, as well as considerations of multiple frequency constraints. Much of the material presented in this chapter is based on the work of Xie and Steven (1996).作者: 野蠻 時間: 2025-3-22 12:38
Book 1997as it is being designed. Through this method, the resulting structure will evolve towards its optimum shape. The latest techniques and results of ESO are presented here, illustrated by numerous clear and detailed examples. Sections cover the fundamental aspects of the method, the application to mult作者: 空中 時間: 2025-3-22 15:05 作者: 空中 時間: 2025-3-22 18:43 作者: 袋鼠 時間: 2025-3-22 21:37
Mechelle Chestnut MA, MT-BC, LCATn may have a much higher buckling load than that of the initial design of the same weight. This chapter describes the evolutionary procedure for the optimization of columns, frames and plates against buckling. Much of the material presented in this chapter derives from the work by Manickarajah . (1995, 1996).作者: 征服 時間: 2025-3-23 03:17
Marcello Allegretti,Silvano Colettiructure was at a much lower stress. This chapter demonstrates how the ESO technique can be used to provide structural shapes where the boundary is evolved on the basis of making the, as yet unknown, surface fonn as evenly stressed as possible.作者: 軌道 時間: 2025-3-23 06:54 作者: Debark 時間: 2025-3-23 10:10 作者: 泄露 時間: 2025-3-23 16:27 作者: 階層 時間: 2025-3-23 20:39 作者: nurture 時間: 2025-3-23 23:46 作者: GROWL 時間: 2025-3-24 06:23
Optimization Against Buckling,n may have a much higher buckling load than that of the initial design of the same weight. This chapter describes the evolutionary procedure for the optimization of columns, frames and plates against buckling. Much of the material presented in this chapter derives from the work by Manickarajah . (1995, 1996).作者: 現(xiàn)暈光 時間: 2025-3-24 09:01 作者: lethal 時間: 2025-3-24 14:36 作者: 平常 時間: 2025-3-24 15:33
Amanda Laugesen,Catherine Fisheronary structural optimization (ESO). Various design constraints such as stiffness, frequency and buckling load may be imposed upon a structure. Depending on the types of design constraints, different rejection criteria for removing material need to be used. For each type of constraints, the correspo作者: Strength 時間: 2025-3-24 21:11 作者: 獸群 時間: 2025-3-25 00:07 作者: employor 時間: 2025-3-25 05:00 作者: babble 時間: 2025-3-25 08:34
Mechelle Chestnut MA, MT-BC, LCATng. Optimum structural design against buckling may be achieved by shifting material from the strongest locations to the weakest so that the fmal design may have a much higher buckling load than that of the initial design of the same weight. This chapter describes the evolutionary procedure for the o作者: 移植 時間: 2025-3-25 14:00 作者: 半圓鑿 時間: 2025-3-25 19:39
Marcello Allegretti,Silvano Colettiresent in a given structure. This maximum provided the basis of a design limit despite the obvious fact that, often, the bulk of the surface of the structure was at a much lower stress. This chapter demonstrates how the ESO technique can be used to provide structural shapes where the boundary is evo作者: 蝕刻 時間: 2025-3-25 20:07 作者: 一起平行 時間: 2025-3-26 02:26
Kristian Steiner,Andreas ?nnerforsce for a structure, be it a bridge or a space vehicle or a spectacle frame. All aspects of the environment the structure lives in must be accommodated even undesirable ones, crash worthiness of cars being an example.作者: defeatist 時間: 2025-3-26 07:23 作者: Laconic 時間: 2025-3-26 10:11 作者: Individual 時間: 2025-3-26 15:31
ESO for Multiple Load Cases and Multiple Support Environments,es. The former is referred to as structures with ., and the later .. The ESO procedures for the optimal design of structures with multiple load cases and multiple support environments are the topics of this chapter. Original research on these topics was first reported by Xie and Steven (1994) and Steven . (1995).作者: 樂章 時間: 2025-3-26 18:33
https://doi.org/10.1007/978-1-4471-0985-3Fundament; Kette; beam; design; design process; engineering design; environment; finite element method; opti作者: 非實體 時間: 2025-3-26 22:40
http://image.papertrans.cn/e/image/318025.jpg作者: PIZZA 時間: 2025-3-27 03:13 作者: Bph773 時間: 2025-3-27 06:33 作者: Carbon-Monoxide 時間: 2025-3-27 09:47 作者: 我要沮喪 時間: 2025-3-27 13:41 作者: syncope 時間: 2025-3-27 21:48
Basic Evolutionary Structural Optimization,onary structural optimization (ESO). Various design constraints such as stiffness, frequency and buckling load may be imposed upon a structure. Depending on the types of design constraints, different rejection criteria for removing material need to be used. For each type of constraints, the correspo作者: 禁令 時間: 2025-3-28 00:22
ESO for Multiple Load Cases and Multiple Support Environments,es. The former is referred to as structures with ., and the later .. The ESO procedures for the optimal design of structures with multiple load cases and multiple support environments are the topics of this chapter. Original research on these topics was first reported by Xie and Steven (1994) and St作者: 癡呆 時間: 2025-3-28 02:20 作者: congenial 時間: 2025-3-28 06:29
Frequency Optimization,occurs when the frequency of the dynamic loading is close to one of the natural frequencies of the structure. The optimum design of structures with frequency constraints is of great importance, particularly in the aeronautical and automotive industries. In order to avoid severe vibration, it is ofte作者: –DOX 時間: 2025-3-28 11:16 作者: 尊嚴 時間: 2025-3-28 18:00
ESO for Pin- and Rigid-Jointed Frames,c and stability analyses. In the preceding chapters attention has been focussed on shape and topology optimization under different optimality constraints. There is a significant class of practical structural forms involving frame structures where the layout of the structure is known and only the siz作者: 一大塊 時間: 2025-3-28 18:46 作者: convulsion 時間: 2025-3-29 00:09 作者: HACK 時間: 2025-3-29 05:53 作者: plasma-cells 時間: 2025-3-29 08:16 作者: 容易做 時間: 2025-3-29 13:30 作者: 雪上輕舟飛過 時間: 2025-3-29 17:34
Rajesh Chandwani,Vaibhavi Kulkarnihough certain notice conditions generally have to be complied with to ensure the judge does not attach insufficient weight to the evidence (8.1 .). The notice provisions are unnecessary if the evidence is adduced pursuant to a separate statutory exception (8.2 .) or one of the few common-law exceptions preserved by the 1995 Act (8.3 .).
