基于动态反馈机制的服务器负载均衡算法研究

针对当前已有负载均衡算法无法准确反映服务器负载的大小和手动设置服务器权值比较固定等方面所存在的不足,提出了一种基于动态反馈机制的服务器负载均衡算法。本算法综合考虑服务器各种性能因素,并根据当前负载动态调整权值,再依据算法调整服务器负载,使得服务器实现负载均衡。通过使用OPNET仿真软件证明该算法相对于传统算法能够减少服务器延迟,提高平均响应速率,并且有效地平衡了集群中服务器的负载。     

地基望远镜风载数值分析

风载是影响地基望远镜性能的主要因素之一,为了研究风载荷的作用以及对望远镜性能的影响程度,首先建立了望远镜、圆顶和流场的几何模型。然后利用CFD(Computational Fluid Dynamics)分析了在外界风速为10 m/s 的情况下,3 种不同高角(30、60、120)流场中截面空气速度、压力、湍流动能以及主镜面的静压力的瞬态分布,最后通过有限元方法获得了主镜去除刚体位移后的面形。仿真结果表明,望远镜以不同高角观测时主镜面静压力功率谱密度与Gemini 望远镜的实测结果接近,真实模拟了风载荷的作用。由风载引起的镜面变形RMS 值分别为3.74E-1 nm,2.5E-2 nm,1.71E-1 nm,满足面形精度要求。     

应用于升压型DC-DC的新颖软启动电路的设计

提出了一种新颖的软启动电路,实现了输出电压无过冲平滑启动。该电路有效抑制了DC-DC开关电源上电启动过程出现的浪涌电流和输出电压的过冲,同时该软启动电路克服了传统软启动电路无法带载启动的缺点。电路完全集成在芯片内部,避免了使用额外电容而占用过多面积。利用Cadence Spectre仿真平台对电路进行了仿真验证,仿真结果表明,在输入电压为2.4~4.2 V的同步升压DC-DC芯片中,负载在0~2.1 A范围内启动,均未出现电感电流和输出电压的过冲。     

NUMA结构的高效实时稳定的垃圾回收算法

针对非一致性内存访问架构(NUMA)在垃圾回收(GC)过程中存在大量的远程内存读写导致GC性能降低的问题,对GC过程的各个阶段进行分析与研究,提出了一种基于NUMA结构的高效实时稳定的GC算法。该算法首先基于NUMA结构改进传统分代GC机制的堆空间布局,然后通过控制GC过程中扫描活跃对象阶段的初始根对象选取、动态负载均衡阶段截取任务队列的选取以及复制活跃对象阶段对象复制位置的选取,大大减少GC过程中的远程访问次数。这种改进的GC机制对所有NUMA结构具有通用性。以Godson-3处理器的NUMA平台为例进行的实验结果显示,优化的GC机制极大地缩短了GC的时间,而且提高了应用程序的性能以及稳定性。在SPECjvm2008测试中,GC时间平均缩短了14.6%(GC总时间缩短4.1%~41.58%),应用程序的性能平均提升了4.68%(最高提升17.8%),应用程序的性能稳定性提升了76.2%。     

基于Tikhonov正则化方法的移动荷载识别实验研究

根据正交异性板理论和模态叠加法,推导了移动荷载作用下简支板桥的荷载识别方程。为了解决识别方程病态问题,考虑Tikhonov正则化方法,选择最优正则参数值,从而得到方程的正则化解。为了验证Tikhonov正则化方法的有效性,进行了简支板桥的移动荷载识别模型实验,通过实验确定不同速度车辆经过板桥时的应变响应历程,并将所测得数据代入识别方程求得车辆荷载信息。实验和计算结果对比表明,通过引进Tikhonov正则化方法可以获得识别方程的稳定解,提高识别精度,识别结果与实际小车重量吻合较好。     

Seismic retrofit of GLD shear wall structures in Singapore

This study is concerned with the experimental investigation into the seismic behaviour and retrofitting of gravity-load-designed reinforced-concrete (RC) shear wall structures in Singapore. These structures are designed according to the British Standard (BS8110 1985 BS8110. 1985. Structural use of concrete parts 1, 2 and 3, London: British Standards Institution.  [Google Scholar]). For this purpose, 1/5 scaled models (with and without retrofitting), representing the lower critical regions of a 25-story RC shear wall structure, were tested under cyclic loadings. Test results showed that the shear wall failed at the base due to shear and that the pushover test provides a simplified representation of the cyclic test. Retrofitting the wall with GFRP (glass fibre reinforced polymer) system resulted in improved performances of up to 20% to 30% higher ultimate load capacity and displacement. The study provides an insight into the seismic behaviour of such structures and the mechanism of the proposed retrofitting scheme for improving the structural resistance to seismic loads.     

Ultimate load behaviour of webs in steel–concrete composite plate girders

The paper is concerned with the tension field action in webs of steel–concrete composite plate girders. A three-dimensional finite element model has been used to carry out nonlinear analyses on composite plate girders. The results obtained from the finite element analyses are compared with those from experiments. It is observed from the comparative study that the proposed nonlinear finite element model is capable of predicting the ultimate load behaviour of steel–concrete composite plate girders to an acceptable accuracy. Results are presented to explain the development of the tension field action in the webs and to illustrate a measure of the contribution by the concrete slab acting compositely with the girder to the changes in tension field compared to a plain steel girder.     

Response of SDOF bilinear elasto-dynamical models of cracked concrete beams for El Centro earthquake

Investigated herein are the dynamic responses of three different single degree of freedom (SDOF) bilinear dynamical models of a cracked concrete beam subjected to the El Centro earthquake. The first model is an equivalent unilinear model while the other two models have different stiffness values but differ from each other in the dependence of their damping coefficients on the sense of amplitude. All three models have the same natural period. The three models have been found to predict different response spectra for the same bilinear dynamical system. The effect of constant loading on the dynamical response of the concrete structures subjected to sinusoidal and random loading has been found to be significant for more flexible structures. Implications of these theoretical predictions for seismic design of concrete structures are discussed.     

Research on performance of high-strength bolted connection in fire and after fire

Experiments on the tensile performance and the shear performance in high temperature and shear performance after fire have been carried out to study the fire-resistant performance of high-strength bolted connection. The experimental research on the shear performance of the connection in high temperature reveals the effect of temperature on the mechanical performance of high-strength bolted steel. A formula for the mechanical performance index can be obtained through a comparative analysis. The research on the shear performance of high-strength bolt in high temperature presents the effect of temperature on the bolt's sliding load and limit load. The formula for calculating the sliding load and limit load for shear connection at high temperature can be put forward through a comparative analysis on the basis of the test results. The test results for the shear property of post-firing high-strength bolted connection reveal the change law of the sliding load in different fire temperatures, fire processing methods and types of cooling. Moreover, the calculation formula of the reduction coefficient of the sliding load is given. Research findings provide theoretical basis for research on fire-resistant performance of steel structure joints and the prerequisite for overall fire-resistant design of steel structures and act as an important reference for compiling and revising relevant codes. This paper can promote the improvement and development of fire-resistant design methods of steel structures.