基础隔震结构考虑摆动的地震响应分析

上部结构层间刚度相对较小、垂直荷载也较大的多层框架结构,其所采用的多层橡胶垫的橡胶总厚度较大,可能产生明显的竖向变形,因而导致结构摆动.对基础隔震体系进行了平摆动结构模型分析,推导了在地震作用下结构平摆动的运动方程,采用Matlab编程进行计算机仿真分析.研究结果表明,结构考虑摆动时顶层位移反应与不考虑摆动时相差较大;结构底板转动刚度和隔震层阻尼对基础隔震结构地震响应有明显影响.     

单十字轴万向节不等速速比求解

对汽车单十字轴万向节传动过程中的不等速速比和角增量率进行了分析,给出了计算公式,依据主、从动轴轴线的夹角ε,利用公式可准确计算出从动轴任意转角卢点的不等速速比、主动轴对应转角α、速比为1点的β1角、角增量率为零处的转角β0。得出了不等速速比在π角内既不对称又不均衡的结论,为机构运动的等速匹配和不等速设计提供了一种准确、简便、实用的计算方法。     

基于BP神经网络的车用汽油机过渡工况空燃比多步预测模型

为克服车用汽油机空燃比传输延迟对空燃比控制精度的影响,提出了一种基于BP神经网络的空燃比多步预测模型。通过对空燃比数学模型的分析,确定神经网络空燃比多步预测模型的输入向量,同时为提高空燃比预测精度,在神经网络输入向量中增加反映空燃比变化趋势的导数信息。以HL495发动机过渡工况试验数据进行仿真,结果表明该方法能精确预测过渡工况空燃比。     

Performance Analysis of Two Frequency Reuse Schemes in Fixed Relay Systems

An upsurge of interest in relay-augmented infrastructure-based networks has appeared in recent years.Radio resource management in such relay systems has great influence on the system performance. How to utilize the limited frequency resources efficiently in the system is a hot research topic. In this paper, performance of frequency reuse schemes has been studied in fixed relay systems. A novel scheme is achieved by modifying an existing one. Theoretical model is proposed for the performance analysis of two schemes. Both the theoretical analysis and simulation results show that the modified scheme outperforms the existing one not only in power consumption of mobile stations but also in cell carrier-to-interference ratio coverage.     

CFD Simulations of Oscillating Flow around Solid and Perforated Plates

Damping plates have been used for truss spars in gulf of Mexico to reduce the heave motions. The plates are usually perforated with holes for the passage of marine risers, but the effects of the perforation have not been examined thoroughly. In the present study, a computational fluid dynamics investigation into the hydrodynamic forces is carried out by using FLUENT, which is on two-dimensional perforated plates with varying degrees of perforation in oscillating flow under small Keulegan-Carpenter (KC) number. The numerical results of the hydrodynamic coefficients are presented. The effects of both the perforation ratio (PR) and KC number on the hydrodynamic coefficients of the plates are discussed. Some results of the simulated flow patterns around the plates were also given and discussed.     

基于CFD的船舶形状因子随缩尺比及弗劳德数变化规律分析

针对实船阻力预报误差较大的问题,采用CFD软件Fluent分析某大型货船形状因子的变化规律,验证计算方法的准确性,采用叠模计算确定不同缩尺比及弗劳德数时船舶形状因子,结果表明,基于Flu-ent计算得到的船模阻力与模型试验结果基本吻合,计算方法准确;船舶形状因子(1+k)随缩尺比减小而增加,随弗劳德数增加而增加,主要是...     

Joints behaviour of through steel beam to composite column connection: Experimental study

The objective of this study is to categorize the failure modes; moment and rotation capacities; ductility; stiffness; joint classification; strain behaviour; and load transfer mechanism of steel beam through CFST column connections. Eight one-third scale composite joints were tested under static load up to failure. The key parameters comprise two η_Strength ratios; the effect of beam flange and web continuity inside the connection zone; and full cross-section continuity of steel beam. Moreover, the contribution of the connection component to the overall capacity of composite joints was determined. Results indicated that through beam connection could provide an ideal rigid joint. The absence of beam flange and the discontinuity of full beam cross-section made the connection component highly susceptible to fracture. In contrast, the presence of these details leads to higher ductile behaviour and prevent joint failure. The flange contribution to the moment and rotation capacities is significant, contrarily to the web contribution, which is negligible in value. The flange contribution to ductility coefficient is more dominated compared to web contribution. When strong column-weak beam criteria are followed, the continuity contribution to initial stiffness is more dominated. In contrast, the specimens that follow the weak column-strong beam criterion, the flange contribution to the initial stiffness has the major effect.     

区域路网货物运输量统计方法改进

为更加准确获取行政区域内路网货物运输量及运输量结构性数据，支撑交通运输行业主管部门决策，在分析区域路网运输量和车辆运输量关系的基础上，依托高速公路收费的全样本数据和公路交通调查数据，采用货车日均断面交通量和等效里程两个类比指标，提出区域路网货物运输量改进的统计方法.按照公路技术等级对区域路网运输量进行细化，拆分得到运输量结构性数据，建立区域路网运输量和车辆运输量之间的联系.以云南省为例进行分析，结果表明：云南省区域路网货运周转量中，高等级公路比例约为71%，其中，高速公路比例达54%；云南省与外省区域间车辆流动性不大，经济开放程度不高.     

仿金枪鱼水下机器人摆动-滑行游动数值研究

为探讨摆动-滑行方式的游动机理,本文基于RANS求解器和区域网格整体动态运动技术,建立了仿金枪鱼水下机器人摆动-滑行的自主游动计算模型,数值模拟其从某一速度自由加速到速度值稳定波动状态,分析了游动稳定时速度、水动力、尾涡等的变化特点,并比较了不同滑行时间的影响。计算结果表明:摆动滑行时间相同时,机器人的速度均值比正常游动下降了30%,但波动幅值为后者的3倍;水动力的大幅快速变化导致摆动阶段游动效率下降,但在滑行阶段利用了滑行惯性和尾流区的脱落涡吸收能量。随滑行比增大,游动速度均值下降,但速度功率比却逐渐上升。所计算工况下,滑行比不小于0.6时,摆动-滑行游动比正常游动更节省能量。     

表面改性剂对橡胶垫板动态性能的影响

通过掺加不同表面改性剂制作了5种配方试样,采用橡胶加工分析仪,材料疲劳试验机和冲击回弹试验仪,研究了有无表面改性剂以及不同种类表面改性剂对橡胶垫板动态性能的影响规律.研究结果表明:加入表面改性剂后,配方1(基准配方)到配方5(表面改性剂为LONSIL 4C)橡胶动静刚度比、损耗功和力学损耗角正切tanδ均依次减小;配方1到配方5储能模量依次减小,Payne效应越来越不明显;配方1到配方5橡胶材料回弹性依次增大;动静刚度比与损耗功、回弹性和tanδ均有很好的相关性.在试验室可以用测试回弹性或损耗功,或tanδ代替测试动静刚度比,以降低低动静刚度比橡胶垫板的研发成本.