钢桥面板顶板-纵肋连接接头的疲劳性能

对钢桥面板整体模型进行了有限元分析。结果表明,顶板横向应力在横桥向的分布表现出类似弹性支承多跨连续梁的受力特点,且顶板横向应力基本全部为弯曲应力,膜应力很小,在顶板-纵肋连接处纵肋应力远小于顶板横向应力。顶板-纵肋连接处的应力纵向和横向影响线很短,疲劳验算可不考虑同一车辆轴重间的相互影响及多车效应。增加顶板厚度可大大降低顶板的应力幅,铺装层的完整性对钢桥面板十分重要。此外,还对该类型接头的疲劳分级及现行欧洲规范Eurocode和美国规范AASHTO LRFD的相关条款进行了分析。为考虑车辆荷载通过引起的非成比例多轴疲劳效应,轮荷载滚动加载足尺模型试验和分析方法需要进一步深入研究。     

浅谈公路沥青路面结构设计技术方法

该文介绍了公路沥青路面结构设计的方法。路面厚度设计是在结构组合设计的基础上,通过力学和性能分析确定各结构层所需的厚度;同时,利用结构分析也可了解路面结构的应力和位移状况,从而判断结构层组合的合理性,并进行相应的调整。     

Inventory,Classification, and Analysis of Special Management Areas Associated with U.S. Coastal Programs

Area-based management approaches may be beneficial in integrating sectoral, single-purpose laws and regulations; however, these benefits may not be attained if special area designations are equally sectoral or single-purpose in nature. Over 60 types of special management areas were documented under U.S. coastal programs, and a new classification scheme was developed to allow comparisons and analyses across programs. Results indicate that requirements and incentives for special area designations under the Coastal Zone Management Act did little to standardize or influence area-based management systems associated with state and territory coastal programs. Further, the absence of clear patterns within and between coastal programs with respect to special area policies suggests a limited commitment to this important aspect of coastal management. Continued research is needed to document the effectiveness of the various area-based management approaches presented in this article.     

城市轨道交通综合枢纽 信息化设计思路剖析

通过对深圳北站交通枢纽建设项目的案例分 析,结合信息化集成系统的特点,对城市轨道交通综合 枢纽信息化设计的思路进行剖析。提出按照城市轨道 交通综合枢纽总体功能规划、综合枢纽运营管理模式 研究、信息化系统功能设计、信息化系统接口设计的系 统构建思路,并采用层次分析法与德尔菲法构建信息 化系统的评价体系,为其他城市进行交通综合枢纽信 息化系统设计提供参考。     

高速铁路通信信号设备接口雷电防护优化设计

提出了临界防护状态的概念,分析了临界防护状态使设备损坏的原因,提出高速铁路通信信号设备接口雷电防护优化设计方法,通过有效方法掌握被防护对象的耐冲击水平值和SPD各器件的耐受值,做到量化设计,保证防护的可靠性.     

拉日铁路年楚河特大桥V形刚构加拱组合结构设计

拉日铁路年楚河特大桥主桥采用(60+148+60)m V形刚构加钢管混凝土拱组合结构,桥型结构新颖,详细介绍该桥型的设计特点,对主桥进行静力及动力分析,对承载能力、抗震、车桥动力响应等方面进行了详细计算。该桥将V形连续刚构和钢管混凝土拱桥2种体系有机结合在一起,使V构与拱在受力方面的优点得以充分发挥,既能保证安全舒适的行车,又满足了景观造型要求。     

软土地区大型船坞底板优化设计

采用PLAIXS软件分析了船坞开挖卸荷和坞墙侧限对底板承载力的影响,结果表明,目前底板设计没有考虑土体开挖的卸荷效应和坞墙的侧限效应显得过于保守。考虑桩土共同作用,用理论的方法分析了船坞底板的受力特性,得到了不同土层分布对底板沉降和土体荷载分担的影响。计算结果与有限元计算值进行对比分析,验证了该方法的正确性。     

Virtual durability test rigs for automotive engineering

In recent years so-called ‘virtual test rigs’ have become more and more important in the development process of cars and trucks. Originally, the idea was to substitute expensive durability tests with computer simulation. Meanwhile, the focus has changed towards a more cooperative usage of numerical and laboratory rig simulation. For many safety critical issues laboratory tests remain indispensable. In early development stages, when no physical prototypes are available yet, numerical simulation is used to analyse and optimise the design. In this paper, we show how to build numerical simulation models of complex servo-hydraulic test systems and their test specimen using multi-body simulation for the mechanics in combination with simulation models for the hydraulics and controls. We illustrate this at two industrial application examples: a spindle-coupled passenger car suspension rig and a tyre-coupled full vehicle rig. We show how the simulation models are used to design and optimise better test rigs and to support the test rig operation by preparing the physical tests with new specimen, i.e. by performing numerical simulations including numerical drive file iteration before the physical tests start.     

汉班托塔海港利用泻湖建港技术创新实践

斯里兰卡汉班托塔海港因地制宜,利用泻湖建港技术的创新实践,优化平面设计,为港口长远发展预留了空 间。突破传统建港理念,将外海水上施工,通过围堰止水内挖,转变为陆地施工。这种理念创新对于海港建设理念的突 破、设计与施工一体化、改进施工集约条件,整体改善成本、风险和效益之间的关系,均有较高的参考价值。     

锚喷支护设计专家系统的研究

锚喷支护设计专家系统（ＰＴＥＳ）是在广泛收集国内外锚喷支护设计的理论知识和广大支护专家群体丰富设计经验的基础上，结合国家标准锚喷支护设计规范，应用专家系统技术研制而成的。它是一个以人－机对话为主，具有多模块、多功能的智能化程序设计软件。它能模仿人类专家的思维方式和思维过程，最终根据工程类型、地质条件、围岩类别、工程断面形状和尺寸等因素确定工程的支护形式和支护参数。