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排序方式: 共有857条查询结果,搜索用时 46 毫秒
1.
Fatemeh Ahmadi Zeidabadi Sajjad Amiri Doumari Mohammad Dehghani Zeinab Montazeri Pavel Trojovský Gaurav Dhiman 《计算机、材料和连续体(英文)》2022,70(2):2905-2921
There are many optimization problems in different branches of science that should be solved using an appropriate methodology. Population-based optimization algorithms are one of the most efficient approaches to solve this type of problems. In this paper, a new optimization algorithm called All Members-Based Optimizer (AMBO) is introduced to solve various optimization problems. The main idea in designing the proposed AMBO algorithm is to use more information from the population members of the algorithm instead of just a few specific members (such as best member and worst member) to update the population matrix. Therefore, in AMBO, any member of the population can play a role in updating the population matrix. The theory of AMBO is described and then mathematically modeled for implementation on optimization problems. The performance of the proposed algorithm is evaluated on a set of twenty-three standard objective functions, which belong to three different categories: unimodal, high-dimensional multimodal, and fixed-dimensional multimodal functions. In order to analyze and compare the optimization results for the mentioned objective functions obtained by AMBO, eight other well-known algorithms have been also implemented. The optimization results demonstrate the ability of AMBO to solve various optimization problems. Also, comparison and analysis of the results show that AMBO is superior and more competitive than the other mentioned algorithms in providing suitable solution. 相似文献
2.
Axial compression tests on slender columns – unreinforced slender columns: a taboo? – Debate on potential and risk Within the project of the Priority Programme (SPP) 1542 ”Concrete light“, which is funded by the German Research Foundation (DFG), unreinforced UHPC columns with square and rectangular cross‐section were tested under axial compression in the subproject ”Cross sectional adaption for rod‐shaped elements in compression“. The results were compared with test series of other researchers. The focus of the study was on the buckling behavior of columns with different conditions of end support. A hinged and a fixed support have been applied for these experiments. In addition to an analysis of the failure process, the results were compared with the Euler buckling load and the normal stress in consideration of second‐order effects. Concluding, advantages and disadvantages of both approaches are presented, compared, and discussed. 相似文献
3.
混凝土构件正常使用极限状态的可靠度计算 总被引:1,自引:0,他引:1
以混凝土构件混凝土表面出现锈胀裂缝作为混凝土构件的正常使用极限状态 ,建立了混凝土构件在正常使用情况下的极限状态方程 ,应用可靠度程序进行计算 ,讨论了正常使用情况下各个因素对混凝土构件可靠指标的影响 相似文献
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现浇钢筋混凝土空心无梁楼盖若干问题的探讨 总被引:3,自引:0,他引:3
综述了现浇钢筋混凝土空心无梁楼盖的发展应用 ,填充构件的型式及各自的优缺点 ,分析了楼盖的传力机理和计算模型 ,讨论了该楼盖在设计和施工中的一些问题 相似文献
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在混凝土受压构件损伤演化过程中,各组分之间表现出强烈的非线性相互作用.在这一过程中,裂纹由最初的随机分布状态向将要发生破坏区域集中演化,表现出从无序到有序演化的现象,具有明显的自组织特征.根据混凝土受压构件的自组织特性,建立其损伤演化的序参量方程,求出定态解和非定态解,对混凝土受压构件损伤协同演化机理进行讨论. 相似文献
10.
Pitting corrosion is typical corrosion observed on coated hold frames in way of cargo holds of bulk carriers, which exclusively carry coal and iron ore. Extensive survey on the effect of pitting corrosion on structural strength under a wide variety of loading conditions is necessary to clarify the relationship between pitting intensity and residual strength in detail. In the present study, a series of tests has been conducted on structural models which consist of web, shell and face plates to investigate the effect of pitting corrosion on strength of web plates subjected to patch loading. In these tests, artificial pitting was made on the web plates and two equal concentrated loads have been applied vertically at the one third points of simply supported models. It was found that web crippling behavior is strongly affected by the pit distribution on the web plates. According to the FE-analyses following the experiment, ultimate strength of the web plates with pitting under patch loading is a little smaller than or almost the same as that of the web plates with uniform corrosion in terms of average thickness loss. 相似文献