论剪切质量的提高

通过对飞剪剪切长度，精度，剪刃间隙和压板机构等参数的优化，来提高钢板的剪切质量。     

Effect of growth-interrupted method on quality of AlGaAs/GaAs multiple quantum wells prepared by MBE

AlGaAs/GaAs multi-quantum well （MQW） was prepared by molecular beam epitaxy（MBE） with growth-interrupted heterointerface （GIH） method and continuous growth （CG） method, respectively. The microstructures Of the MQWs were characterized by double-crystal X-ray rocking curve （DCRC） and atomic force microscopy （AFM）, and the photoluminescence （PL） properties of the MQWs were also studied. The MQWs grown with GIH method show that higher order satellite peaks of Pendelloesung fiinges are observed in DCRC, the roughness of surface is much reduced in AFM, and the full width at half maximum （FWHM） of exciton line is much narrower in PL. The results indicate that the GIH method reduces the monolayer growth step density at the heterointerface due to the migration of surface atomsfor a few minutes grower interruption, and substantially improves the quality of AlGaAs/GaAs MQWs.     

饱和地基上含刚核弹性圆板的摇摆振动分析

基于饱和土弹性波动方程,研究了饱和地基上含刚核弹性圆板在摇摆谐和力矩作用下的振动特性。首先应用Hankel积分变换求解该饱和土波动方程,然后按混合边值条件建立起一组描述含刚核弹性圆板振动的对偶积分方程,并将其化为第二类Fredholm积分方程进行数值求解。此外,给出了含刚核弹性圆板在饱和地基上振动的阻抗函数随无量纲频率的变化曲线,并考察了土的渗透系数、弹性板含刚域的大小以及板的柔度等参数对阻抗函数的影响,得出了一些有意义的结论。     

Experimental seismic evaluation of old concrete columns reinforced by plain bars

Concrete buildings reinforced by plain (smooth) bars are one of the special types of old reinforced concrete buildings that were generally built before the 1970s. As columns are generally the most important structural members of a framed structure, understanding their realistic seismic behavior is very helpful in estimating structural deformations, forces and energy dissipation capacities. Furthermore, in most of old‐framed building structures, columns play a key role in the final behavior because of strong beam–weak column conditions. This article reports the results of experimental monotonic and cyclic tests on four concrete column specimens reinforced by plain bars and with various types of splices. Through the experimental results, it tried to obtain more clarification on the complicated behavior of such old reinforced members as well as the differences compared with relevant results of columns reinforced by deformed bars. It was realized that slip (fixed‐end rotation) contribution is the major source of deformation in all specimens independent from type of splices. Moreover, general mode of behavior was restrained‐rocking action independent of type of splice detailing. A simple theory for the explanation of hysteresis force–displacement response was proposed. The theory assumes a concrete block rocking element that is restrained with plain bars at both ends. Copyright © 2010 John Wiley & Sons, Ltd.     

山地掉层框架-摇摆墙结构抗震性能研究

竖向刚度不均匀是山地掉层框架结构的突出特点,其在地震作用下的动力反应特性与普通框架结构存在较大的差异,山地掉层框架结构在地震中易在上接地层出现层屈服破坏机制。为改善该类结构的抗震性能,在山地掉层框架结构外部附加底部铰接、具有一定转动能力的摇摆墙,形成山地掉层框架-摇摆墙结构体系。对3个总层数为七层的掉不同层不同跨的山地掉层框架摇摆墙结构进行动力弹塑性分析结果表明,附加摇摆墙的山地掉层框架结构的基本周期较原结构的相差不大。摇摆墙设置在不同位置的山地掉层框架摇摆墙结构动力反应特性不同。摇摆墙的加入能够均匀结构各层层间变形,有效改善山地掉层框架结构的抗震性能,可避免原薄弱层上接地层的破坏集中现象,实现了整体耗能机制。     

浮放运输货物在冲击载荷下倾覆风险研究

目的 对浮放运输货物在车辆冲击载荷下摇摆特性进行分析和其倾覆风险评价。方法 将浮放运输的货物或包装件简化为刚性质量块,载运车辆建模为具有一定水平加速度载荷的刚性支座,推导出刚性质量块在加速度载荷下的摇摆运动控制方程,通过试验设计测取车辆减速制动工况下冲击载荷波形,建立冲击载荷波数学表达式,采用理论分析方法在近似线性化范围内分析冲击载荷下刚性质量块的动态摇摆特性与倾覆风险。结果 刚性质量块在正向加速度载荷下进入摇摆,响应初始摇摆角度小于0并且倾覆是发生在自由振动状态下;绘制了刚性质量块在半正弦波冲击载荷下最小倾覆加速度频谱,存在一条边界线将频谱划分为安全区和倾覆区;刚性质量块的宽高比和稳定性呈正相关。结论 通过转变为刚性质量块摇摆响应系统问题线性近似研究了浮放运输货物的摇摆特性和倾覆风险。     

Acoustic characterization of AlN films using a High Overtone Bulk acoustic wave resonator

Abstract

Using the composite resonator with additional thick AlN film with the FWHM of rocking curve of 2.53° under investigation, the bulk acoustic wave attenuation constant and sound velocity along c-axis were directly measured. The method of High Overtone Bulk acoustic wave Resonator (HBAR) spectroscopy based on frequency, measurements of the positions of the resonator peculiarities of phase and amplitude of electromagnetic wave reflection coefficient from composite resonator structure was applied. The method provides attenuation and velocity measurement in a wide frequency band, using the same sample. For the measurements, standard and modified HBAR spectroscopy based on the analysis of only parallel resonance properties of composite resonator structures were used.     

Rocking Compliance of Rigid Rectangular Foundations on an Elastic Half-space

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摇摆基座上基于信息的捷联惯导粗对准研究

舰船的摇摆使陀螺无法测出地球自转角速度,无法根据陀螺和加速度计的输出直接计算出姿态阵。针对这一问题,提出了基于重力加速度的粗对准算法。该算法中,姿态阵分散成4个矩阵求取,所利用的信息为:摇摆基座姿态变化信息;重力加速度相对惯性空间随地球旋转引起的方向变化信息;地球自转信息;地理信息。算法的巧妙之处是应用惯性凝固假设,建立了基座惯性坐标系ib0,使舰体相对ib0坐标系的姿态阵初值成为单位阵,从而使姿态更新解算成为可能。仿真结果表明,在舰船横摇、纵摇、艏摇幅值分别为10°、7°和5°,周期分别为6 s、5 s和7 s,横荡、纵荡、垂荡幅值分别为0.02 m、0.03 m和0.3 m,周期分别为7 s、6 s和8 s的环境下,由50个样本确定的东、北、天向失准角的均值分别为2.01′-、1.38′和-0.20,°相对的标准差为0.26′、0.21′和1.3,°在此基础上完全可以实现精对准。     

高压线路绝缘子串风偏校验

为提高输电线路定位速度和质量,以东路—官塘220 kV送电线路工程为例,论述在输电线路定位设计中,根据杆塔在各种运行情况下的最大允许摇摆角,作出其摇摆角临界曲线,然后按照曲线对杆塔逐基进行电气安全距离检查。