变异的自平衡无推力系杆拱桥设计

介绍中山一桥的总体设计、结构特点以及主桥结构的可靠性验证,总结了该桥的结构创新和设计特点.     

防风网结构风振疲劳特性研究

针对某港实际工程．采用有限元方法对防风网结构在脉动风荷载作用下的动力响应进行分析,并根据瞬态动力分析的结果,找出防风网结构应力疲劳最危险的单元。结合疲劳分析的基本理论,应用雨流法统计最危险单元的应力时程,得到应力循环次数及应力幅大小,根据Miner线性累积损伤准则编写ANSYS的风振疲劳程序．计算得到防风网结构的疲劳寿命。根据实际工程,验证设计风速为26．8m／s持续作用下防风网结构的疲劳寿命。     

申嘉湖高速公路嘉兴段沥青路面结构设计方案

按照2005年7月交通部在南京召开的沥青路面技术研讨会精神,结合浙江北部地区特有的自然地理条件,对沥青混凝土路面结构的7个层面进行详细的技术经济论证,从12种可能的路面结构设计方案中推荐适合申嘉湖高速公路嘉兴段特点的最佳沥青路面结构设计方案。     

基于路面不平整度的车辆振动响应分析方法

为了分析路面与车辆的相互作用,提出了四自由度1/2车辆模型相对于不平整路面耦合振动分析方法。根据GB/T7031-1986建议的公路路面功率谱密度的拟合表达式,在分析了运行汽车固有振动频率和行驶速度的影响后,获得分布在一定频率范围内的离散功率谱密度数据,利用离散傅立叶逆变换得到路面不平度值,并以此作为1/2车辆垂向动力学模型的输入激励,通过数值仿真得到运行车辆系统在不同路面不平整度下的时域响应。分析结果表明:车辆动荷载系数随车速增大呈线性增加,随路面等级变差呈非线性增大,路面等级是影响车辆动力作用的最显著因素。     

某装备结构动态特性分析

利用试验模态分析法获得了某机枪结构的模态参数,分析了机枪的动态特性,并通过基于模态试验的灵敏度分析方法,获得了影响该机枪动态特性的敏感部位,为改善机枪动态特性提供了依据.     

The visual impact of development in coastal zone areas

Abstract

The focus of this paper is theoretical, as well as methodological. It reviews previous studies of visual impact and reports research by the author on people's evaluation of the appropriateness of different man‐made facilities in different coastal‐area contexts and other environments. In this study, subjects were asked to react to slides developed through the use of landscape models and experimental facilities to simulate the appearance of a building in the landscape, while systematically varying the visual relatedness between the two. Specific interest centered on the variable of congruity vs. contrast between the appearance of the building and its landscape context, manipulated by co‐varying the attributes of color and size to create a five‐point scale of contrast/obtrusiveness. The hypothesis was that judgments of appropriateness, and to a lesser extent judgments of liking, would vary inversely with level of contrast. The role of two further variables, the functional significance of the building in its setting, and the character of the setting itself, was also investigated. The author reviews methodological issues involved where subjects respond to visual stimuli for purposes of judging change in visual quality. These methodological issues include: stimulus‐selection and problems of simulation, choice of response measures, and choice of respondents, and the treatment of individual differences. The author calls for development of standardized scales and indices such as “perceptually‐relevant environmental quality indicators.”     

基于瞬态法的行李箱盖动态干涉研究

行车过程中行李箱盖在路面激励载荷作用下发生振动,当振动量超过行李箱盖和车身分缝间距时,就会发生干涉,导致漆膜破裂。文章利用有限元方法对汽车行李箱盖进行瞬态响应分析,并对其进行优化,最终经过台架试验和道路试验验证方案有效。为行李箱盖总成设计开发提供理论依据,并完善行李箱盖设计规范。     

先张法槽式张拉台座承力杆设计分析

本文介绍了先张法槽式张拉台座的力杆的设计分析。分别从承受的张拉力、结构稳定分析、强度验算、确定横向联系梁间距和纵向变形方面对工程实际进行验算。解决了梁板加宽后张拉力增加而张拉台座承力杆截面不需要增大的实际问题。     

Asymmetric response model for evaluating airline service quality: An empirical study in cross-strait direct flights

In this paper we propose a framework to investigate service quality asymmetrically. An asymmetric response model within structural equation framework is developed to study the relationship between service quality and the passenger’s behavioral intention in the cross-strait direct flight (Taiwan–Shanghai). The results reveal that service quality in the loss region has more impact on behavioral intention than service quality in the gain region. Hence, attention should be paid to the service quality of important attributes in the loss region and strategies should ensure service quality of those important attributes that meet passenger’s expectations.     

路桥过渡段路基加固体的拓扑优化

应用拓扑优化理论,采用简化的假定条件,基于应变能最小即刚度最大原理,对路桥过渡段路基加固体的结构布置形式进行了优化。通过分析荷载模式、填高、加固长度和面积等因素对最优拓扑图形的影响,得出了路桥过渡段路基加固体的最优布置方式。拓扑优化结果表明：路桥过渡段路基加固的不同区域对结构刚度的贡献排序为,固定端附近区域-中间偏上区域-中间偏下区域-路基顶面远端区域;上长下短的倒梯形布置形式的结构刚度最大,其抵抗地基沉降变形的能力最强,表明目前桥头常用的倒梯形布置形式具有理论上的合理性;路基加固体底面布置长度应不小于2 m,由下向上斜率应缓于1∶1。