Frame property of unequal storey height with specially shaped columns under cyclic loading

A 1/3-scale reinfored concrete(RC) frame of unequal storey height with specially shaped columns was tested under low frequency cyclic loading.The damage characteristic,bearing capacity,deformation capacity and ductility were analyzed.The restoring force model of the frame was obtained based on the study of the hysteresis curve measured in experiment,and the stiffness degeneration characteristics of every storey of the frame were analyzed.Finally the accumulated damage was analyzed with the damage assessment model.It is shown that the seismic behavior of this frame of unequal storey height with specially shaped columns is generally good,but the bottom of first floor column is a weak part,which should be paid more attention in design,and the restoring force model derived from this experiment can be seen as a valuable guide for design and non-linear finite element analysis for this kind of structure.

Seismic Behavior of Frame with Specially Shaped Columns Subjected to Cyclic Load

In order to study the seismic behavior of frame with specially shaped columns,the hysteretic curve was analyzed based on a quasi-static test of a two-span,three-story frame with specially shaped columns.The top layer framework curve and the corresponding resilience model were obtained from the hysteretic curve.And the stiffness and strength degeneration were also investigated.The results indicated that the stiffness degeneration is not obvious,thus the frame with specially shaped columns has high earthquake-resistant behavior.The resilience model calculated from the test can provide reference for design and nonlinear finite element analysis.

Influence of Shape and Size of Threshing Frame and Tobacco Grade on Leaf Strip Structure

This paper focused on the influence of the shape and size of threshing frames as well as the grades of tobacco leaves on the structure of threshed leaves.The testing tobacco leaves all came from the hilly ecological region of Nanling and belonged to burnt sweet,alcoholic sweet and scent category.The comprehensive evaluating value S was taken as the test index.Results showed that,without considering the influence of tobacco grade on leaf structure,the shapes of first-stage thresher five-link frames were all hexagons,and the combination with the sizes of 3.5,3.0,3.5,3.0,3.0 inches had the highest evaluating value S of 2.49.For tobacco grade C2FH,the shapes of first-stage thresher five-link frames were also hexagons,and the evaluating value S reached the highest value of 3.40 with sizes of 3.5,3.0,3.5,3.0,3.0 inches.Comprehensive analysis showed that:3.0 inch frame performed better in controlling the percentage of large-sized strips than 3.5 inch frame did;rhombic frames were better than hexagon frames in reducing the breakage rate of tobacco leaves;different shapes or sizes of nonadjacent two-link frames can help to improve the threshing quality.

Extrusion process of 304L H-shaped stainless steel used in passive residual heat removal heat exchanger

304L H-shaped stainless steel is used as the support frame of the passive residual heat removal heat exchanger(PRHR HX) in a nuclear fission reactor. The extrusion process is adopted to manufacture the 304L H-shaped stainless steel. Finite element method simulation is herein used to analyze metal flow characteristics, optimize the extrusion die, and predict the extrusion force at different temperatures and speeds. A Φ400-mm container and Φ388-mm forging billet are selected, and the 304L H-shaped stainless steel is successfully manufactured using a Germany SMS 60 MN horizontal extruder. The mechanical properties and microstructure of the manufactured 304L H-shaped stainless steel meet the requirements of the PRHR HX, and the surfaces of the product pass the dye penetration test. The H-shaped stainless steels are used in Haiyang nuclear power plant in Shandong Province.

Experimental Study on Seismic Behavior of Exterior Joints of Special-shaped Columns with Different Lengths of Limbs

Four exterior joints with special-shaped columns which have different lengths of limbs are tested under low cyclic loading. Speeial-shaped columns adopted are L- and T-shaped in section. It can be concluded that crack pattern, failure mode and shear strength of joints are affected by the length of limb, and that shear strength and ductility increase with the length of limb; the joints with the flexural failure of the beam have better seismic behavior than those with the shear failure of the joint core.

Investigating Jet Appearance in Different Background Lights with High-Speed Frame Photography

Shaped charge jet formation process is studied under the conditions of different background lights by means of high speed frame photography. In order to shoot true jet appearance, the glass tube in which jet moves is vacuumized. The experiment results show that observing jet appearance with the double reflecting mirrors system is feasible as long as the vacuum of the glass tube can meet the requirement of experiment.

涡轴发动机时延鲁棒串级PI控制器设计

针对涡轴发动机分布式控制系统中存在时延导致系统性能退化的问题,利用线性矩阵不等式(LMI)方法设计了时延鲁棒串级PI控制器。先利用内模控制(IMC)方法得到涡轴发动机串级控制器内、外环的PI控制器结构;再利用频域回路成形的方法给出保证系统具有期望性能的LMI形式约束条件;利用梯度近似的方法通过劳斯-赫尔维茨判据得到保证系统稳定的控制器参数约束条件;最后,在基于TrueTime的涡轴发动机分布式非线性仿真平台上进行数字仿真。仿真结果表明:在0.04 s时延条件下,当功率需求下降5%时,系统的调节时间小于5 s,功率涡轮转速超调不超过0.5%,且其最大燃油变化率只有传统串级PI控制系统的67%;设计的控制器能有效应对涡轴发动机分布式控制系统中存在的时延问题,同时能够以更小的代价保证系统具有期望的性能。

Pi型电感耦合LTCC滤波器的寄生感性耦合研究

对二阶Pi型电感耦合LTCC滤波器中各个元件的电容及电感寄生效应进行了分析,提出了一种新的寄生电感耦合分析方法,并根据分析结果设计了一个二阶Pi型电感耦合和一个二阶Pi型电容耦合LTCC带通滤波器,其中,电感耦合滤波器的设计指标为:中心频率2.45GHz,相对带宽32.65%,带内插入损耗2dB,回波损耗18dB;电容耦合滤波器的设计指标为:中心频率2.45GHz,带宽100MHz,带内衰减2dB,通带回波损耗15dB。利用HFSS软件对两个滤波器进行了建模及仿真计算。仿真结果表明,电感耦合及电容耦合LTCC带通滤波器的尺寸分别为3.440mm×2.310mm×0.625mm和4.20mm×2.40mm×0.54mm。这表明在滤波器设计中对感性耦合加以适当利用是可行的。

液位控制系统的PI调节器参数最优化设计

应用李雅普诺夫第二法求解系统是优参数的方法对比例积分液位控制系统的PI调节器进行参数优化，找出最佳的比例系数Kp值和积分时间Ti值，并应用MATLAB计算机软件对优化结果进行了仿真验证．

Synthesis of Fractional-order PI Controllers and Fractional-order Filters for Industrial Electrical Drives

This paper introduces an electrical drives control architecture combining a fractional-order controller and a setpoint pre-filter. The former is based on a fractional-order proportional-integral(PI) unit, with a non-integer order integral action, while the latter can be of integer or non-integer type. To satisfy robustness and dynamic performance specifications, the feedback controller is designed by a loop-shaping technique in the frequency domain. In particular, optimality of the feedback system is pursued to achieve input-output tracking. The setpoint pre-filter is designed by a dynamic inversion technique minimizing the difference between the ideal synthesized command signal(i.e., a smooth monotonic response) and the prefilter step response. Experimental tests validate the methodology and compare the performance of the proposed architecture with well-established control schemes that employ the classical PIbased symmetrical optimum method with a smoothing pre-filter.

A rate-distortion optimized rate shaping scheme for H.264 data partitioned video bitstream

To enable quality sealability and further improve the reconstructed video quallty m rate shaping, a rate-distortion optimized packet dropping scheme for H. 264 data partitioned video bitstream is proposed in this paper. Some side information is generated for each video bitstream in advance, while streaming such side information is exploited by a greedy algorithm to optimally drop partitions in a rate-distortion optimized way. Quality sealability is supported by adopting data partition instead of whole frame as the dropping unit. Simulation resuhs show that the proposed scheme achieves a great gain in the reconstructed video quality over two typical frame dropping schemes, with the help of the fine granularity in dropping unit as well as rate-distortion optimization.

Optimization for Maximum Nonlinear Buckling Load and Topics on Imperfection of Latticed Shells

The present paper represents comparison of continuum shells and latticed shells with qualitative analysis. For shells, the mechanical characteristics in the two perpendicular directions are continuous and related to each other, and any change in thickness will result in change in stiffness in any direction. In latticed shells, members are discrete and stiffnesses in two mutually perpendicular directions are discontinuous and independent of each other. Therefore, sensitivity of geometrical imperfection for buckling of latticed shells should be different from that of continuum shells. The author proposes a shape optimization method for maximum buckling load of a latticed shell. A single layer latticed dome is taken as a numerical example, and the results show that the buckling load parameter for full area loading case increases 32.75% compared to that of its initial shape. Furthermore, the numerical example demonstrates that an optimum latticed shell with maximum buckling load, unlike an optimum continuum shell, may not be sensitive to its geometrical imperfection.

单跨两层含减震外挂墙板装配式混凝土框架拟静力试验研究

该文在对一个含减震外挂墙板平面框架(简称减震结构)以及一个作为对比的纯框架(简称抗震结构)进行混合试验的基础上,进一步对其单跨2层试验子结构进行了拟静力试验,研究了两结构在水平地震作用下的受力过程、损伤模式及减震外挂墙板对主体结构抗震性能的影响。研究结果表明:减震结构和抗震结构的破坏机制均为梁端和柱底出现塑性铰的梁铰机制,减震外挂墙板未改变主体结构的破坏模式;减震结构中,在最大层间位移角达到1/55之前,消能器呈预期的履带式滚动变形,此后由于外挂墙板的面内转动变形,消能器水平剪切变形值增加不大,且圆弧段产生明显变形;试验过程中减震外挂墙板未出现裂缝;墙板与框架间上部线连接处裂缝宽度较小,连接钢筋应变也较小,表明连接可靠;两试件均具有较好的变形能力和耗能能力;在相同位移级别下,减震结构的刚度、极限承载力和耗能能力均更好。

基于Pi介子衰变-Markov模型的双色激光场仄秒脉冲测量

针对传统双色激光场仄秒脉冲测量方法脉冲平滑性能较差的问题,提出一种基于Pi介子衰变-Markov模型的双色激光场仄秒脉冲测量方法。获取仄秒脉冲的FROG谱图,提取仄秒脉冲信息,利用相位迭代算法获取仄秒脉冲的相位信息,利用脉冲整形系统对仄秒脉冲进行调制,将仄秒脉冲从时域转换至频域。根据Pi介子衰变-Markov模型,以调制的仄秒脉冲为基础,通过多次测量法完成仄秒脉冲脉宽的测量与形状的测量。对比试验表明,其脉冲平滑曲线与脉冲曲线的贴合度最高,两条曲线之间的最大误差为0.001,比3种文献方法的误差均值低0.059,该方法的脉冲平滑性能最好。

SiP协调设计与PI解析(1)

概述了SiP协调设计和PI解析:(1)SiP与协调设计,(2)SiP的形态。

预应变SMA⁃TMD对钢框架结构抗震性能影响研究

针对钢结构在地震激励下加速度响应过大的问题,介绍了一种将形状记忆合金(SMA)应用到调谐质量阻尼器(TMD)装置中的解决方案,利用SMA的特性实现有效的自复位和稳定的阻尼,将预应变SMA棒应用到TMD中,提高装置的阻尼性能。通过试验测试及有限元模拟,研究安装施加预应变SMA-TMD的钢框架抗震性能。结果表明:预应变SMA棒不仅有助于自复位,而且还能大大提高SMA-TMD的等效黏滞阻尼比;经过优化的SMA-TMD装置可以大大降低钢框架的地震动响应,并加快地震能量消耗。

铰接方钢管组合异形柱框架抗震性能研究

为解决村镇住宅体系存在的装配式程度及标准化程度较低、现场焊接工作繁多、室内建筑面积浪费等问题,提出了一种铰接方钢管组合异形柱框架体系。该体系中异形柱采用3根空钢管通过钢板与加劲肋组合而成的L形柱,梁柱节点为腹板螺栓连接的铰接节点。通过拟静力试验对该体系的抗震性能进行研究。研究结果表明:相比于铰接钢管混凝土组合异形柱,铰接空钢管组合异形柱框架体系先于梁端出现转角,最后破坏模式为柱脚破坏,具有更优良的抗震耗能和更缓慢的强度与刚度退化,并通过对比刚接节点和铰接节点的骨架曲线,发现节点刚接程度对结构整体的抗侧刚度影响较大。

整体化“E”形复合材料框成型工艺设计

随着航空先进复合材料应用愈发广泛,复合材料零件的形式逐渐增多,应用也愈发广泛,框是飞机的重要组成部分,常用作机身隔框或其他骨架零件,其直接影响着飞机的外形准确度和结构承载能力,“E”形复合材料框的巧妙设计和尝试提高了复合材料框的整体化水平,避免了金属框类零件难加工、疲劳性差等缺点,分析此“E”形复合材料框零件的结构特点,基于真空袋-热压罐成型方法,阐述了该类零件成型的工艺难点和关键控制点,巧妙设计成型工装方案,严格控制工艺操作流程,制造出内部质量好、外形尺寸精准、外观良好的复合材料“E”形框零件。

山区大跨T型刚构桥设计要点

以巫镇高速公路后溪河大跨T型刚构桥为研究对象,采用大型有限元程序Midas Civil建立主桥计算模型,对主桥承载力、受压区高度、主梁应力、主墩施工稳定、计算长度等方面进行分析探讨。结果表明:1)主梁结构尺寸及配束合理,承载力具有较高的冗余度;2)箱梁底板厚度可适当降低,无需强制满足x≤ξbh 0,进而达到减轻结构自重的目的;3)主墩刚度适宜,施工大悬臂阶段稳定性较好;4)主墩进行强度、裂缝验算时,计算长度宜通过有限元屈曲分析,由欧拉临界力反算。

机械系统动力学案例思政融合设计探索

通过梳理机械系统动力学课程的主要内容,从三个角度四个方面设计15个案例,形成多层级的教学案例体系。通过在广义系统动力学和动力学仿真案例中融入世界观和方法论,并用单自由度系统动力学案例融入同频共振人生观,用多自由度系统动力学案例融入合作共赢价值观,形成三横四纵的课程思政体系。将学生的三观塑造和能力提升自然而然地融入教学案例,实现课程思政与教学案例的成体系融合。