Alignment control for a long span urban rail-transit cable-stayed bridge considering dynamic train loads

In this paper, bridge alignment control with considering dynamic train loads was experimentally and theoretically investigated. Analytical process of bridge dynamics and the self-adaptive Kalman filter bridge alignment control method with considering the dynamic train loads were briefly introduced. The static measurement, the dynamic test, the field alignment measurement as well as the finite element analysis (FEA) of the second longest rail transit cable-stayed bridge in the world were carried out. Based on the results, the train dynamic load effect on the bridge alignment was obtained quantitatively. Subsequently, alignment control of the rail transit bridge with considering this effect using a self-adaptive Kalman filter method was analyzed. The results show that: (a) the dynamic train loads have effects on alignment control of the bridge and therefore cannot be neglected; (b) the self-adaptive Kalman filter method is applicable and reliable for alignment control of bridges during construction. The analytical method and whole process contribute to develop a related specification and further engineering applications.     

Multi-species particle swarms optimization based on orthogonal learning and its application for optimal design of a butterfly-shaped patch antenna

A new multi-species particle swarm optimization with a two-level hierarchical topology and the orthogonal learning strategy(OMSPSO) is proposed, which enhances the global search ability of particles and increases their convergence rates. The numerical results on 10 benchmark functions demonstrated the effectiveness of our proposed algorithm. Then, the proposed algorithm is presented to design a butterfly-shaped microstrip patch antenna. Combined with the HFSS solver, a butterfly-shaped patch antenna with a bandwidth of about 40.1% is designed by using the proposed OMSPSO. The return loss of the butterfly-shaped antenna is greater than 10 d B between 4.15 and 6.36 GHz. The antenna can serve simultaneously for the high-speed wireless computer networks(5.15–5.35 GHz) and the RFID systems(5.8 GHz).     

莠去津磁性分子印迹材料制备与吸附应用研究

以莠去津(atrazine)为模板分子,甲基丙烯酸(methyl acrylic acid,MAA)为功能单体,Fe3O4磁性纳米微球为载体,制备了具有特异性识别莠去津的磁性分子印迹聚合物。通过Langmuir等温吸附模型得莠去津分子印迹聚合物(atrazine-magnetic molecularly imprinted polymer,AT-MMIPs)最大吸附量为84.34mg/g;结合吸附动力学模型和吸附位点Scatchard方程对莠去津磁性分子印迹聚合物进行了吸附机理分析。对水库水样中存在的痕量莠去津进行了模拟检测分析,结果表明莠去津磁性分子印迹聚合物用于检测水样中残存的痕量莠去津是可行的。     

圆钢管再生混凝土柱轴压试验研究

通过8根圆钢管再生混凝土柱进行轴压试验,研究构件长细比、钢管壁厚以及添加废弃混凝土块体等因素对试件轴压性能的影响,获得试件承载力、轴向变形、轴向和环向应变等参数。试验表明,钢管再生混凝土试件主要为弹塑性失稳破坏;构件长细比对试件的承载力有一定影响,轴向承载力随着试件的长细比的增大而减小;钢管壁厚对试件的承载力影响较大,钢管壁厚越大,其极限承载力就越大;添加混凝土块体对轴压承载力影响不大。     

混凝土弹塑性损伤本构模型参数及其工程应用

为提高弹塑性损伤本构模型的工程实用性,研究各参数取值对模型损伤发展、塑性发展及材料应力应变关系的影响.拟合参数取值与混凝土材料常用指标弹性模量、单轴抗压强度及单轴抗拉强度联系之间的函数关系,提出实用的参数取值确定方法.对规范规定的各强度混凝土材料进行数值模拟,结果表明:模型及参数确定方法能够较准确地模拟混凝土材料的各种非线性本构行为.采用用户材料子程序UMAT进行本构模型在ABAQUS中的二次开发,对上海某酒店项目进行数值模拟:在结构设计软件PKPM中完成建模,将模型转换为ABAQUS模型进行计算,并将计算结果与振动台试验结果进行比较.结果表明:各振形计算自振频率相差在5%以内,顶层位移时程除个别极值外总体匹配较好,楼层位移差在10%以内,最大层间位移除个别楼层相差达到30%以外,一般楼层相差10%左右,验证了所提出的参数确定方法及本构模型是合理有效的;通过分析结构各关键时刻损伤分布云图,表明弹塑性损伤本构模型能够实时反映结构的破坏过程,便于分析者直观地把握结构破坏形态.     

地震计标定及特性分析应用研究

地震计的参数是进行地震波形反演、地震震级确定的基本资料,其性能指标影响着地震数据产出的质量。地震计标定时,初始点位置的选取直接影响对仪器性能好坏的判断。本文以某水库地震监测台网中1个台站标定为例,通过检验和测定地震计标定过程中通频带平坦程度、三分向幅度响应一致性、频带范围、周期阻尼等参数,详细讨论了标定过程中起始点位置的选择原则及影响周期、阻尼计算结果的因素。     

Dynamic observation of bainite transformation in a Fe-C-Mn-Si superbainite steel

The dynamic observations of bainitic transformation in a Fe-C-Mn-Si superbainite steel were conducted on a high temperature laser scanning confocal microscope. It is indicated that the mutual intersection of bainite sheaves often occurs during growth of bainite ferrite, resulting in an interlocked bainite microstructure. Moreover, bainite transformation is promoted by higher austenization temperature and the longer and finer bainite platelets are obtained. Further, The average growth rate of bainite after austenization at 1 100 ° is calculated as 5.8 µm·s^?1. In situ observation investigation makes it possible to identify bainite transformation in real time during isothermal holding.     

Microstructure and properties of cement foams prepared by magnesium oxychloride cement

Microstructural features including pore size distribution, cell walls and phase compositions of magnesium oxychloride cement foams (MOCF) with various MgO powders and water mixture ratios were studied. Their influences on compressive strength, water absorption and resistance of MOCF were also discussed in detail. The experimental results indicated that moderate and slight excess MgO powders (MgO/MgCl₂ molar ratios from 5.1 to 7) were beneficial to the formation of excellent microstructure of MOCF, but increasing water contents (H₂O/MgO mass ratios from 0.9 to 1.29) might result in opposite conclusions. The microstructure of MOCF produced with moderate and slight excess MgO powders could enhance the compressive strength, while serious excess MgO powders addition (MgO/MgCl₂ molar ratios = 9) would destroy the cell wall structures, and therefore decrease the strength of the system. Although MOCF produced with excess MgO powders could decrease the water absorption, its softening coefficient was lower than that of the material produced with moderate MgO powders. This might be due to the instability of phase 5, the volume expansion and cracking of cell walls as immersed the sample into water.     

基于Linux的ARM与FPGA数据通信设计与实现

ARM与FPGA是目前应用于嵌入式开发的两款主要芯片,ARM偏向于控制领域,而FPGA偏向数据处理。为实现两者的协同工作以及数据通信,介绍了一种通信接口方案的设计与实现。在ARM上运行嵌入式Linux系统的情况下,将FPGA作为字符设备,对两者之间的接口进行驱动程序开发,包括数据总线驱动和GPIO控制驱动。用户应用程序通过调用驱动中定义好的操作函数,便可实现两者的数据通信。最后利用自定义的通信方案对接口进行测试,实现了ARM对FPGA设备的命令控制以及正确稳定的并行数据传输。     

城市轨道交通桥梁墩柱延性抗震设计方法

介绍了延性抗震设计的概念和方法,结合实际工程阐述了延性设计的计算流程,探讨了标准段桥梁不同墩柱形式、不同高度墩柱的适用范围.