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自收缩性的演化算法及其在布局优化问题中的应用 被引量:1
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作者 李景治 康立山 陈毓屏 《计算机工程与应用》 CSCD 北大核心 2003年第10期85-89,96,共6页
布局优化问题是现代工程应用中广泛存在的一类组合优化问题,但在理论上它却属于NPC(NP-Complete)问题,如果需考虑性能约束,则问题将更难于求解。论文基于演化算法自适应,自组织,自学习的特性,针对布局优化问题自身的特点,提出了一种自... 布局优化问题是现代工程应用中广泛存在的一类组合优化问题,但在理论上它却属于NPC(NP-Complete)问题,如果需考虑性能约束,则问题将更难于求解。论文基于演化算法自适应,自组织,自学习的特性,针对布局优化问题自身的特点,提出了一种自收缩性的演化算法(SCEA)。该算法采用浮点编码方式,定义了二元实向量类型的适应值及适应值间的严格偏序关系。算法借鉴日常生活中的一个简单事实—振动容器则装物更多,引入了三类自适应性的收缩算子(其中第三类特别适用于带性能约束的布局优化问题)。此外,文中使用了对带约束的函数优化问题特别有效的多父体杂交算子,并且针对带性能约束的布局优化问题,提出了“零性能约束初始化”过程。文后,引用了两个带性能约束的布局优化问题的已知例子和一个作者构造的较大规模布局优化问题的例子,实验结果表明,前两个问题对比目前已知最好结果无论在求解时间或结果的精度上均有较大突破,后一个问题也获得了相当好的结果,从而充分验证了算法的有效性和可行性。 展开更多
关键词 自收缩性 演化算法 组合优化问题 布局优化问题
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混凝土自收缩性的有关研究
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作者 吴洪波 赵雅 《交通世界》 2013年第13期182-183,共2页
引言近年来,随着混凝土技术的发展,新产品、新技术、新工艺的不断出现与采用,尤其是高效减水剂和矿物掺合料的广泛应用,混凝土的水灰比大大降低,改善了混凝土微观结构,带来了许多优良特性。但在低水灰比的情况下,混凝土在硬化的早期会... 引言近年来,随着混凝土技术的发展,新产品、新技术、新工艺的不断出现与采用,尤其是高效减水剂和矿物掺合料的广泛应用,混凝土的水灰比大大降低,改善了混凝土微观结构,带来了许多优良特性。但在低水灰比的情况下,混凝土在硬化的早期会产生很大的自收缩。这种高自缩的混凝土使产生裂缝的几率大大增加,因此有必要对混凝土的自收缩性能加以研究,并寻求控制措施。 展开更多
关键词 混凝土技术 自收缩性 低水灰比 矿物掺合料 高效减水剂 微观结构 优良特 收缩
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关于混凝土自收缩性的有关研究
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作者 赵雅 《交通世界》 2014年第8期88-89,共2页
引言 近年来,随着混凝土技术的发展,新产品、新技术、新工艺的不断出现与采用,尤其是高效减水剂和矿物掺合料的广泛应用,混凝土的水灰比大大降低,改善了混凝土微观结构.带来了许多优良特性。但在低水灰比的情况下,混凝土在硬化... 引言 近年来,随着混凝土技术的发展,新产品、新技术、新工艺的不断出现与采用,尤其是高效减水剂和矿物掺合料的广泛应用,混凝土的水灰比大大降低,改善了混凝土微观结构.带来了许多优良特性。但在低水灰比的情况下,混凝土在硬化的早期会产生很大的自收缩。这种高白缩的混凝土使产生裂缝的几率大大增加,因此有必要对混凝土的自收缩性能加以研究,并寻求控制措施。 展开更多
关键词 混凝土技术 自收缩性 低水灰比 矿物掺合料 高效减水剂 优良特 微观结构 收缩
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钢渣/矿渣对硅酸盐水泥自收缩性的影响研究
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作者 周红 《建材技术与应用》 2020年第3期1-5,共5页
从水泥品种、钢渣粉磨细度、钢渣来源、钢渣及矿渣掺入量等方面进行试验研究,探讨钢渣、矿渣对硅酸盐水泥自收缩性的影响。
关键词 钢渣 矿渣 硅酸盐水泥 自收缩性
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粒化高炉矿渣微粉对混凝土耐久性影响 被引量:2
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作者 许雅莹 孔卓 《低温建筑技术》 2005年第4期25-26,共2页
采用鞍钢粒化高炉矿渣微粉等量取代水泥,测定了基准混凝土和掺粒化高炉矿渣微粉混凝土的主要耐久性能。
关键词 耐久 自收缩性 水化热 抗冻 抗渗 抗碳化
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微珠对再生混凝土耐久性能影响及作用机理研究 被引量:2
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作者 杨阳 黄会荣 +1 位作者 宋小武 王欣林 《人民长江》 北大核心 2019年第11期200-204,共5页
目前对于通过添加新型粉体材料来改善再生混凝土性能的研究并不系统深入,为此,对不同掺量再生粗骨料和不同掺量微珠的再生混凝土进行了抗压强度、早期自收缩性能、抗氯离子性能试验。试验结果表明:掺入微珠对再生混凝土7 d抗压强度有显... 目前对于通过添加新型粉体材料来改善再生混凝土性能的研究并不系统深入,为此,对不同掺量再生粗骨料和不同掺量微珠的再生混凝土进行了抗压强度、早期自收缩性能、抗氯离子性能试验。试验结果表明:掺入微珠对再生混凝土7 d抗压强度有显著影响,但对28 d抗压强度影响较小。当再生粗骨料取代率为100%时,混凝土早期自收缩性能和抗氯离子性能较普通混凝土均有所降低。当微珠掺量为75%时,可有效改善再生混凝土的早期自收缩性能、抗氯离子性能。抗硫酸盐侵蚀试验结果表明微珠掺量为75%时的再生混凝土抗硫酸盐侵蚀性能良好。最后,通过扫描电镜试验进一步分析了混凝土微观形貌特征,结果表明微珠掺量为75%时的再生骨料与水泥基界面粘结密实。研究成果对改善混凝土时确定合适的微珠掺量具有借鉴意义。 展开更多
关键词 再生混凝土 微珠 抗氯离子 自收缩性
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神奇的自收缩式水桶
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《现代塑料》 2016年第1期14-14,共1页
饮水机水桶正在发生新的变化!一种一次性的PET饮水机水桶,不仅重量比传统的PET水桶更轻,而且排空水后具有自收缩性,从而为运输和回收带来了便利。
关键词 水桶 收缩 自收缩性 饮水机 PET 一次 重量比 排空
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有关高强混凝土减缩剂机理的研究——文献调查综述
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作者 朱航征 《建筑技术开发》 2011年第7期87-90,共4页
抗压强度超过60MPa的高强混凝土比普通混凝土干燥收缩小,但由于水泥用量大,随着水化反应的进行就会发生很大的自收缩性。自收缩引起的问题:混凝土构件因自收缩而产生裂缝、强度下降、雨水渗漏和板筋锈蚀等,对构件的耐久性颇有影响... 抗压强度超过60MPa的高强混凝土比普通混凝土干燥收缩小,但由于水泥用量大,随着水化反应的进行就会发生很大的自收缩性。自收缩引起的问题:混凝土构件因自收缩而产生裂缝、强度下降、雨水渗漏和板筋锈蚀等,对构件的耐久性颇有影响。根据对受弯构件应力的研究,降低自收缩性可缓和构件断面内的应力,对裂缝和变形具有提高长期抵抗性能的显著效果。 展开更多
关键词 高强混凝土 减缩剂 混凝土构件 自收缩性 综述 文献 机理 抗压强度
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C-type natriuretic-peptide-potentiated relaxation response of gastric smooth muscle in streptozotocin-induced diabetic rats 被引量:10
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作者 Ying-Lan Cai Dong-Yuan Xu +3 位作者 Xiang-Lan Li Zhang-Xun Qiu Zheng Jin Wen-Xie Xu 《World Journal of Gastroenterology》 SCIE CAS CSCD 2009年第17期2125-2131,共7页
AIM: To study the sensitivity of gastric smooth muscle to C-type natriuretic peptide (CNP) in streptozotocin (STZ)-induced diabetic rats. METHODS: The spontaneous contraction of a gastric smooth muscle strip was recor... AIM: To study the sensitivity of gastric smooth muscle to C-type natriuretic peptide (CNP) in streptozotocin (STZ)-induced diabetic rats. METHODS: The spontaneous contraction of a gastric smooth muscle strip was recorded by using physiological methods in rats. The expressions of CNP and natriuretic peptide receptor-B (NPR-B) in gastric tissue were examined by using immunohistochemistry techniques in the diabetic rat. RESULTS: At 4 wk after injection of STZ and vehicle, the frequency of spontaneous contraction of gastric smooth muscle was significantly reduced in diabetic rats, and the frequency was decreased from 3.10 ± 0.14 cycle/min in controls to 2.23 ± 0.13 cycle/min (n = 8, P < 0.01). However, the amplitude of spontaneous contraction was not significant different from the normal rat. CNP significantly inhibited spontaneous contraction of gastric smooth muscle in normal and diabetic rats, but the inhibitory effect was significantly potentiated in the diabetic rats. The amplitudes of spontaneous contraction were suppressed by 75.15% ± 0.71% and 58.92% ± 1.32% while the frequencies were decreased by 53.33% ± 2.03% and 26.95% ± 2.82% in diabetic and normal rats, respectively (n = 8, P < 0.01). The expression of CNP in gastric tissue was not changed in diabetic rats, however the expression of NPR-B was significantly increased in diabetic rats, and the staining indexes of NPR-B were 30.67 ± 1.59 and 17.63 ± 1.49 in diabetic and normal rat, respectively (n = 8, P < 0.01).CONCLUSION: The results suggest that CNP induced an inhibitory effect on spontaneous contraction of gastric smooth muscle, potentiated in diabetic rat via up-regulation of the natriuretic peptides-NPR-B-particulate guanylyl cyclase-cyclic GMP signal pathway. 展开更多
关键词 DIABETES Natriuretic peptide receptor type B Gastric smooth muscle GASTROPARESIS Spontaneous contraction
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SELECTION OF THE LINEAR COMBINING VECTOR G OF THE GENERALIZED SELF-SHRINKING GENERATORS
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作者 Dong Lihua Zeng Yong Hu Yupu 《Journal of Electronics(China)》 2006年第4期506-509,共4页
Given an m-sequence, the main factor influencing the least period of the Generalized Self-Shrinking (GSS) sequence is the selection of the linear combining vector G. Based on the calculation of the minimal polynomia... Given an m-sequence, the main factor influencing the least period of the Generalized Self-Shrinking (GSS) sequence is the selection of the linear combining vector G. Based on the calculation of the minimal polynomial ofL GSS sequences and the comparison of their degrees, an algorithm for selecting the linear combining vector G is presented, which is simple to understand, to implement and to prove. By using this method, much more than 2^L-l linear combining vectors G of the desired properties will be resulted. Thus in the practical application the linear combining vector G can be chosen with great arbitrariness. Additionally, this algorithm can be extended to any finite field easily. 展开更多
关键词 CRYPTOGRAPHY Stream cipher M-SEQUENCE Generalized Self-Shrinking (GSS) sequences
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Self-desiccation mechanism of high-performance concrete 被引量:1
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作者 杨全兵 张树青 《Journal of Zhejiang University Science》 EI CSCD 2004年第12期1517-1523,共7页
Investigations on the effects of W/C ratio and silica fume on the autogenous shrinkage and internal relative humidity of high performance concrete (HPC), and analysis of the self-desiccation mechanisms of HPC showed t... Investigations on the effects of W/C ratio and silica fume on the autogenous shrinkage and internal relative humidity of high performance concrete (HPC), and analysis of the self-desiccation mechanisms of HPC showed that the autogenous shrinkage and internal relative humidity of HPC increases and decreases with the reduction of W/C respectively; and that these phenomena were amplified by the addition of silica fume. Theoretical analyses indicated that the reduction of RH in HPC was not due to shortage of water, but due to the fact that the evaporable water in HPC was not evaporated freely. The reduction of internal relative humidity or the so-called self-desiccation of HPC was chiefly caused by the increase in mole concentration of soluble ions in HPC and the reduction of pore size or the increase in the fraction of micro-pore water in the total evaporable water (Tr/Tte ratio). 展开更多
关键词 High-performance concrete Autogenous shrinkage SELF-DESICCATION Relative humidity
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Design of Monolithic Concrete Ground Floors
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作者 Alexandros D. Bantias Ioannis A. Tegos Theodoros A. Chrysanidis Asimina M. Athanatopoulou 《Journal of Civil Engineering and Architecture》 2014年第7期833-845,共13页
It is known that the slabs on soil constitute one of the most difficult types of structures despite their apparent simplicity. The objective of this paper is to give a general survey of the design of ground supported ... It is known that the slabs on soil constitute one of the most difficult types of structures despite their apparent simplicity. The objective of this paper is to give a general survey of the design of ground supported slabs with the interposition of a suitable subbase. A solution is proposed with the following characteristics: (1) complete suppression of joints; (2) conventional reinforcement with meshes in the upper and lower fiber of the slab in order to confront and distribute cracking that is caused by hindrance of free contractions and expansions; (3) effective confrontation of problems of bulging. The proposal is in effect on one hand for industrial floorings and on the other hand for concrete pavings with large durability requirement. 展开更多
关键词 Ground slabs RESTRAINTS DURABILITY JOINTLESS fatigue.
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E-H-Unretractivity of Bipartite Graphs
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作者 LI Wei Min 《Journal of Mathematical Research and Exposition》 CSCD 2009年第2期257-265,共9页
By End(G) and hEnd(G) we denote the set of endomorphisms and half-strong endomorphisms of a graph G respectively. A graph G is said to be E-H-unretractive if End(G) = hEnd(G). A general characterization of an ... By End(G) and hEnd(G) we denote the set of endomorphisms and half-strong endomorphisms of a graph G respectively. A graph G is said to be E-H-unretractive if End(G) = hEnd(G). A general characterization of an E-H-unretractive graph seems to be difficult. In this paper, bipartite graphs with E-H-unretractivity are characterized explicitly. 展开更多
关键词 endomorphism monoid E-H-unretractivity bipartite graph.
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