薄叶红厚壳根的化学成分研究(Ⅰ)

 利用现代色谱分离技术对薄叶红厚壳Calophyllum membranaceum根的乙醇提取物氯仿部位进行分离纯化,得到8个化合物,分别鉴定为：木栓酮（Friedelin,Ⅰ）、海棠果醇（Canophyllol,Ⅱ）、木栓醇（Epi friedelinol, Ⅲ）、3,4 二羟基苯甲酸（3,4 dihydroxybenzoic acid,Ⅳ）、穗花杉双黄酮（Amentoflavone,Ⅴ）、7 羟基香豆素（7 dihydroxycoumarin,Ⅵ）、紫花前胡苷（Marmesinin,Ⅶ）、紫花前胡苷元（Nodakenetin,Ⅷ）。其中化合物Ⅵ、Ⅶ、Ⅷ为首次从该植物中分离得到。     

人工脱色过氧化物酶催化降解苋菜红活性研究

以肌红蛋白(Mb)为骨架构建并纯化了三突变体蛋白F43Y/F138W/P88W Mb,双突变体蛋白F43Y/F138W Mb及单突变体蛋白 F43Y Mb,并对三个突变体蛋白的苋菜红(amaranth)脱色降解活性进行了研究。催化活性及酶动力学研究结果显示,相比于F43Y/F138W Mb和F43Y Mb,三突变体F43Y/F138W/P88W Mb的苋菜红催化效率最高,这表明色氨酸对人工脱色过氧化物酶的活性起了重要作用。该研究不仅为今后的血红素蛋白设计提供了理论依据,同时也表明人工酶在染料废水处理方面具有潜在的应用价值。     

面向虚拟装配操作的交与辅助技术

针对虚拟装配系统中装配操作精度和效率低的问题,本文提出了基于约束元素包围盒的装配意图捕捉方法,根据约束元素的特征参数和配合类型,将位姿变换分解为点到线上、点到面上和直线平行三种位姿变换情况,提出基于位姿变换元素分解的约束精确定位求解算法,并通过对零件自由度的求解和目标约束方向上的运动分量映射,实现了零件的装配运动引导。最后通过一个典型装配结构的实例给出了装配操作的交互辅助流程,验证了算法的有效性。该算法已应用到面向航天产品的桌面虚拟装配系统中。     

中央扣对三塔悬索桥地震反应的影响

针对三塔悬索泰州长江大桥这一特殊桥型,基于Abaqus台建立了该桥的空间动力有限元模型并进行非线性动力分析.研究了地震作用下,缆梁间刚性中央扣对三塔悬索桥塔梁位移、塔柱内力以及塔梁间弹性拉索的影响.研究结果表明:中央扣对三塔悬索桥动力特性有不可忽视的影响;由于中央扣增强了缆梁间相互作用,在地震作用下,中塔横向位移与加劲梁跨中竖向位移均有所增加,中塔柱纵桥向剪力有所减小;中央扣限制了加劲梁纵向位移并减小了加劲梁对中塔下横梁的作用,但边塔柱底扭矩有所增加.     

地铁工程Near-miss知识库构建

针对目前地铁施工的安全管理问题,引入Near-miss(未遂事件或险兆事件)概念,构建出地铁工程的Near-miss知识库.首先,分析了地铁工程Near-miss知识的5种来源,并通过对地铁工程事故数据库的分析,得到地铁工程Near-miss知识.然后,从人员身份、机械状态、材料状态、环境状况和相互位置等5个方面对地铁工程Near-miss知识进行框架表示,并根据其特点,研究地铁工程Near-miss知识库的逻辑结构.最后,采用具有成熟管理技术的关系数据库,将Near-miss知识存储于关系数据库表中,实现了知识库和关系数据库的耦合.一个完善的地铁工程Near-miss知识库的构建,将有助于促进地铁施工安全管理能力的提高,减少地铁事故的发生.     

铜转炉烟灰酸浸净化液中锌的萃取分离

以p204为萃取剂,260号磺化煤油为稀释剂,从铜转炉烟灰酸浸净化液中萃取分离锌.考察萃取振荡时间、p204的体积分数、相比率(O/A)以及料液初始pH值对锌萃取率的影响.通过正交实验和单因素分析确定p204从铜转炉烟灰酸浸净化液中萃取分离锌的主要影响因素和最佳工艺条件.研究表明:室温条件下,当萃取平衡时间为6 min,p204的体积分数为30%,相比率(O/A)为2∶1,料液初始pH值为3.0时,锌的一级萃取率达到57.32%.经4级错流萃取可以将料液中锌的质量浓度降低到0.027 g/L,锌萃取率达到97.26%.负载有机相经2 mol/L的H2SO4反萃,锌可完全反萃.     

粗差分布及其随机数产生

以合理产生粗差随机数为科学评价新的平差理论和方法的基础条件,利用概率统计理论论述了测量数据中的粗差的个数服从二项分布,粗差的位置和大小的联合分布为离散均匀——截尾正态分布,并可用Matlab软件产生出联合分布的随机数。     

窖泥己酸菌的分离培养与诱变选育

泥窖己酸菌产生的己酸是浓香型大曲酒主体香成分的前体物质之一。从老窖泥中分离纯化出一株产酸能力较高的己酸菌GS5,以其为亲株,通过紫外诱变(照射功率15W,照射距离30cm,时间为3m in),筛选到1株产酸量提高12%的突变株GSUT3,多次继代培养结果表明其产量稳定。研究还发现GSUT3与亲株之间,GSUT3第1代与第8代之间,其生长变化规律和己酸产量的变化规律表现一致。     

Effect of cold rolling process on microstructure and mechanical properties of high strength β titanium alloy thin sheets

The microstructure and mechanical properties of Ti-3.5Al-5Mo-6V-3Cr-2Sn-0.5Fe high strength titanium alloy sheets prepared by unidirectional cold rolling and two-step cross cold rolling were investigated. Results showed that the β phase grains were refined significantly by cold rolling followed by solution treatment for a short time.Compared to unidirectional cold rolling, the short time solution treatment after two-step cross rolling could significantly reduce the non-uniformity of the microstructure of the alloy sheets. After aging treatment at 550 ℃,the anisotropy of the mechanical properties still existed in the unidirectional rolled sheets, and the tensile strength was highest along the rolling direction. After solution and aging treatment, the anisotropy of the mechanical properties of the two-step cross rolling process sheet was not obvious than unidirectional cold rolling,and alloy had good strength and plasticity matching.     

Comprehensive optimal control on seismic response of a single-tower self-anchored suspension bridge

Earthquake may cause severe damage to all kinds of bridge such as the falling down of the girder; therefore,effective measures should be employed to control the seismic displacement. In this paper,the method of comprehensive optimal control,com-bined with analytic hierarchy process,is employed to investigate the seismic response control of the Nanjing Jiangxinzhou Bridge,which is a single-tower self-anchored suspension bridge (SSSB). Also,3-dimensional nonlinear seismic response analyses are con-ducted. Three types of practical connection measures for seismic response control of SSSB are investigated,and the optimal pa-rameters of the connection devices are achieved by this method. Results show that both the elastic connection devices and the damp-ers with rational parameters can reduce the seismic displacement of the bridge effectively,but the elastic connection devices will in-crease the seismic force of the tower. When all factors are consid-ered,the optimal measure is by using the elastic connection devices and the dampers together. These results can provide references for seismic response control of SSSBs.