摊铺机噪声测试分析

通过对某沥青摊铺机各主要声源的近场声和驾驶员耳旁噪声进行测试分析,识别出对驾驶员耳旁噪声贡献较大的噪声源.针对这些噪声源的特性采取探索性的降噪措施,使摊铺机噪声明显降低,并在此基础上提出了该摊铺机的改进建议.     

应用多抽样率技术实现基阵指向性拟合

提出了一种基于多抽样率技术的声纳基阵指向性拟合方法，并与传统的获取方法进行了比较，提高了基阵指向性拟合的精度，给出的仿真实例，证明了这种技术具有较高的灵活性和可信度，可适应各种形状基阵的指向性拟合，对其它传感器的指向性拟合同样具有参考价值。     

减荷拱涵周围土体位移变化的离心模型试验

通过土工离心模型试验,利用拱涵模型模拟了实际路堤的回填材料、沟坡地形、减荷材料、地基形式及施工工艺,并使用图片测量软件分析了拱涵周围土体在未减荷与EPS板减荷工况下的变形运动性状和全局位移场的差异。根据试验结果再现了两种试验工况下,拱涵周围土体随填土高度增加的运动变化过程;模拟了EPS板变形作用下涵顶土拱的形成和基本形态;分析了拱效应影响下的拱涵基底土体的运动情况,发现通过卸荷拱转嫁到拱涵两侧土体的荷载促使基底两侧土体向基底中心运动,从而对基底产生了向上的反力,减小或阻止了拱涵自身的沉降。结果表明:合理模量和厚度的EPS板既可以减荷,也可以起到稳定结构纵向不均匀沉降的作用。     

浅谈老城区市政工程施工期交通疏解方案设计

随着城市发展,老城区的市政基础设施亟待改造更新,道路交通也日益拥堵。在市政工程施工过程中,城市管理部门对道路的交通疏解方案也越来越重视。因此,老城区市政工程施工期间交通疏解方案的研究、设计和制定对城市交通的影响重大,需重点研究。通过讨论老城区市政工程施工类型、交通疏解影响因素、工作思路、设计原则、交通疏解方案的分类、设计流程等,可为规划管理部门和设计施工单位制定合理的交通疏解方案提供有益的参考。     

Structured H2 Optimization of Vehicle Suspensions Based on Multi-Wheel Models

Summary Various control techniques, especially LQG optimal control, have been applied to the design of active and semi-active vehicle suspensions over the past several decades. However passive suspensions remain dominant in the automotive marketplace because they are simple, reliable, and inexpensive. The force generated by a passive suspension at a given wheel can depend only on the relative displacement and velocity at that wheel, and the suspension parameters for the left and right wheels are usually required to be equal. Therefore, a passive vehicle suspension can be viewed as a decentralized feedback controller with constraints to guarantee suspension symmetry. In this paper, we cast the optimization of passive vehicle suspensions as structure-constrained LQG/H2 optimal control problems. Correlated road random excitations are taken as the disturbance inputs; ride comfort, road handling, suspension travel, and vehicle-body attitude are included in the cost outputs. We derive a set of necessary conditions for optimality and then develop a gradient-based method to efficiently solve the structure-constrained H2 optimization problem. An eight-DOF four-wheel-vehicle model is studied as an example to illustrate application of the procedure, which is useful for design of both passive suspensions and active suspensions with controller-structure constraints.     

ALLELE DISTRIBUTION OF D12S304, D12S313, D12S1583, D12S1640 AND D12S1708 IN CHINESE HAN POPULATION

Analysisofshorttandemrepeat(STR)bypol ymerasechainreaction(PCR)techniqueisare markableimpactindeterminationofbiologicalre latednessbetweenindividualsandinhumanidentity test.DNAtypingafterPCRamplificationisanim portantmethodforlinkageandassociationanalysis…     

基于道路基础设施的车道追踪控制器算法

基于道路基础设施而实现的车道追踪控制技术是当今智能公路领域的核心研究内容之一。2001年6月研制的车道追踪控制器在交通部公路公路交通综合试验场900m的智能公路测试跑道上实现了车道自动追踪的控制任务，并且控制结果达到并超过ISO／TC204WG14标准化草案NP17361LDWS对车道偏离预警系统的要求。分析了该控制器的结构，推导了该控制器的解析表达式，给出了该控制器的参数，并对实验结果进行了分析。     

UTM技术的发展研究

面对网络安全威胁的日趋复杂,传统的＂堆叠＂式安全防护体系的弊端逐渐显露,单一功能的安全技术难以满足网络综合性防御的需求。文章探讨了UTM技术产生的背景,阐述了UTM技术在网络安全防御中的重要作用,从关键技术、优缺点、发展过程几个方面对UTM技术进行了详细分析,提出了未来UTM技术发展必须要解决的重点问题。     

山区河流岸坡稳定性离心模型试验有关问题探讨

山区河流岸坡稳定性研究,涉及岩质边坡稳定性分析、岸坡渗流场计算和水固相互作用等,是典型的流固耦合问题。由于问题的复杂性,采用传统的极限平衡分析法、有限元计算方法很难解决,而采用现场试验的方法往往又会受到经费的限制。因此,采用能客观地反映工程实际和降低试验成本的离心模型试验方法进行模拟,是一种切实可行的研究方法。本研究结合山区河流岸坡稳定性的特点,对试验模型的制作、试验工况的模拟、试验误差的分析和边界条件等因素进行比较分析,提出较为合理的试验方案;并对模型试验的有关问题进行数值计算,为后续的模型试验提供了数据对比材料。     

Surrounding Rock Classification of Banxi Group Slate with Abundant Water北大核心CSCD

For water-rich slate, surrounding rock argillization and softening is a serious problem. At present the uni-axial saturated compressive strength of rock is used as one of the indexes for classification of water-rich slate sur-rounding rock. Since Banxi Group slate has special geological characteristics, the above mentioned grading index is not completely suitable for its surrounding rock classification due to limitations. For this reason, using the Youfang-ping tunnel at the Changsha to Kunming Section of the Shanghai to Kunming high-speed railway in China as an ex-ample, a softening coefficient is introduced, and the underground water, rock mass integrity coefficient and angle of the main structural surface and tunnel axis are regarded as the main controlling factors. A system of surrounding rock classification for tunnels in water-rich slate is established. Based on the theory of fuzzy mathematics, the member-ship function of each index is structured and the weight of each index is calculated by AHP, and the grade of the sur-rounding rock is determined according to the maximum membership degree principle. The results show that the fuzzy information of surrounding rock classification is processed effectively and the classification of surrounding rock is achieved by qualitative analysis to quantitative evaluation by using fuzzy theory. The surrounding rock classification determined by introducing the softening coefficient on the basis of fuzzy theory is close to that determined in practical application, indicating that the practicability of this classification of tunnel surrounding rock in water-rich slate is high. This classification system therefore is a reference for the design and construction of tunnels in water-rich slate. © 2018, Editorial Office of "Modern Tunnelling Technology". All right reserved.