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811.
针对我国既有铁路常见的半穿式钢桁粱桥的振动特性,建立了车-桥-TMD系统耦合振动方程,对采用多点调频质量阻尼器抑制既有铁路钢桁梁桥横向振动的阻尼减振方案进行了仿真计算。结果表明:TMD能有效的抑制铁路半穿式铁路钢桁梁桥的横向振动。  相似文献   
812.
介绍了上海真如副中心地区规划的基本情况.通过分析国内外副中心建设经验,归纳了轨道交通枢纽和副中心建设的相互作用关系.结合上海真如副中心地区的实际情况和条件,提出了调整R3线、M6线线路位置,以形成曹杨路一铜川路节点综合交通枢纽的规划方案.  相似文献   
813.
撞击参数对双层舷侧结构碰撞响应的影响   总被引:8,自引:1,他引:7  
深入了解船体结构碰撞损伤特性和能量吸收机制是开展船舶耐撞性优化设计的前提。文章利用显式非线性有限元数值仿真技术对不同撞击条件下的双层舷侧结构碰撞响应进行了系列研究。研究结果表明:撞击位置、撞击角度和撞击速度的改变可能导致不同的碰撞损伤过程或结构损伤变形。  相似文献   
814.
SART标准修改对海上搜救的影响   总被引:1,自引:0,他引:1  
顾林 《天津航海》2009,(4):46-47
SART是GMDSS的重要组成部分,对海上搜救发挥了关键作用.随着AIS的广泛应用,IMO对GMDSS的标准进行了修改,在原来RADAR-SART的基础上,增加了AIS-SABT.AIS-SART的实施有利于海上搜救,同时对AIS船舶的识别码管理提出了新的要求.  相似文献   
815.
浅谈港口建设项目设计阶段工程造价的控制方法   总被引:1,自引:0,他引:1  
设计阶段的造价控制对整个工程投资的影响高达75%,故在设计阶段进行造价控制对港口建设项目总投资具有重要意义。介绍设计阶段进行方案优选、实行设计招投标制度、运用价值工程、实行限额设计以及设计监理等主动控制的基本方法,以合理地处理技术与经济之间的对立统一关系,达到节约总投资的目的。  相似文献   
816.
当前浮式平台船体结构分析的方法与重点综述(英文)   总被引:2,自引:0,他引:2  
浮式平台概念的选择及其结构设计是深水工程项目的关键环节之一.它决定了平台在波浪载荷作用下的动力学响应、立管在深水条件下的运动以及进行平台建造与安装的技术难度等.结构强度、结构的抗疲劳性能以及结构的整体和局部稳定性能是浮式平台设计必须重点考虑的三个主要方面.总结了当前浮式平台设计的主要方法和它的主要任务以及技术要求,着重分析了设计过程中的主要技术难点及重点;最后,讨论了浮式平台结构设计的潜在发展趋势.  相似文献   
817.
水下作业机械手运动学分析与仿真   总被引:1,自引:0,他引:1  
针对水下作业机械手难于实现负载能力与灵活性相统一的问题,设计了一种采用欠驱动机构的水下作业机械手,建立了该机械手的三维模型,并对机械手的工作原理和运动学特性进行了分析与仿真.从分析与仿真的结果可以看出,采用欠驱动机构可以解决机械手自由度数目、驱动方式、质量和灵活性之间的矛盾.该机械手采用液压方式实现对机械手11个自由度的驱动,具有驱动力大、结构简单、操作灵活的特点,可适应多种不同任务的水下作业需要.  相似文献   
818.
蒋富民  顾宏 《江苏船舶》2009,26(5):39-41
江苏省航道系统针对目前我国承担内河小型钢质船舶建造业务的小型船厂普遍存在技术力量相对薄弱和质量管理控制体系不够完善的实际状况,在建造航道专用船艇时实行了内部监理制度。本文着重探讨了其监理机构设置、工作内容和方法,并通过这种监理组织与业主和船厂之间的相互关系,以及与承建项目结合的特点,讨论了江苏省航道系统内部监理制度对控制内河小型船舶建造施工工艺质量的实际效果。  相似文献   
819.
In the US, the rise in motorized vehicle travel has contributed to serious societal, environmental, economic, and public health problems. These problems have increased the interest in encouraging non-motorized modes of travel (walking and bicycling). The current study contributes toward this objective by identifying and evaluating the importance of attributes influencing bicyclists’ route choice preferences. Specifically, the paper examines a comprehensive set of attributes that influence bicycle route choice, including: (1) bicyclists’ characteristics, (2) on-street parking, (3) bicycle facility type and amenities, (4) roadway physical characteristics, (5) roadway functional characteristics, and (6) roadway operational characteristics. The data used in the analysis is drawn from a web-based stated preference survey of Texas bicyclists. The results of the study emphasize the importance of a comprehensive evaluation of both route-related attributes and bicyclists’ demographics in bicycle route choice decisions. The empirical results indicate that travel time (for commuters) and motorized traffic volume are the most important attributes in bicycle route choice. Other route attributes with a high impact include number of stop signs, red light, and cross-streets, speed limits, on-street parking characteristics, and whether there exists a continuous bicycle facility on the route.
Chandra R. Bhat (Corresponding author)Email:

Ipek N. Sener   is currently a Ph.D. candidate in transportation engineering at The University of Texas at Austin. She received her M.S. degrees in Civil Engineering and in Architecture, and her B.S. degree in Civil Engineering from the Middle East Technical University in Ankara, Turkey. Naveen Eluru   is currently a Ph.D. candidate in transportation engineering at The University of Texas at Austin. He received his M.S. degree in Civil Engineering from The University of Texas at Austin, and his Bachelors in Technology Degree from Indian Institute of Technology in Madras, India. Chandra R. Bhat   is a Professor in Transportation at The University of Texas at Austin. He has contributed toward the development of advanced econometric techniques for travel behavior analysis, in recognition of which he received the 2004 Walter L. Huber Award and the 2005 James Laurie Prize from the American Society of Civil Engineers (ASCE), and the 2008 Wilbur S. Smith Distinguished Transportation Educator Award from the Institute of Transportation Engineers (ITE). He is the immediate past chair of the Transportation Research Board Committee on Transportation Demand Forecasting and the International Association for Travel Behaviour Research.  相似文献   
820.
This paper develops a comprehensive approach to the definition of transportation analysis zones (TAZ), and therein, presents a new methodology and algorithm for the definition of TAZ embedded in geographic information systems software, improves the base algorithm with several local algorithms, and comprehensively analyses the obtained results. The results obtained are then compared to these presently used in the transportation analysis process of the Lisbon Metropolitan Area. The proposed algorithm presents a new methodology for TAZ design based on a smoothed density surface of geocoded travel demand data. The algorithm aims to minimise the loss of information when moving from a continuous representation of the origin and destination of each trip to their discrete representations through zones, and focuses on the trade-off between the statistical precision, geographical error, and the percentage of intra-zonal trips of the resulting OD matrix. The results for the Lisbon Metropolitan Area case study suggest a significant improvement in OD matrix estimates compared to current transportation analysis practises based on administrative units.
Elisabete A. SilvaEmail:

Luis M. Martínez   is a Civil Engineer from the Instituto Superior Técnico, Technical University of Lisbon since 2004. After finishing his degree, he started his work as researcher in the CESUR (Civil Engineering & Architecture Department—Instituto Superior Técnico) where he has been working since. In 2006 he completed his Master Thesis at Instituto Superior Técnico on Traffic Analysis Zones modeling and started his PhD studies on the theme: Metropolitan Transportation Systems Financing Using the Value Capture Concept. José Manuel Viegas   is Full Professor of Transportation at the Civil Engineering & Architecture Department of the Instituto Superior Técnico, Technical University of Lisbon. He has worked extensively in Modeling, Innovation and Policy in several types of Transport Systems. He was founder and first Director General of Transportnet, a group of eight leading European Universities with Advanced Studies in Transportation, and currently leads the Portuguese side of the Transportation Systems area in the MIT—Portugal program. Elisabete A. Silva   is at the University of Cambridge (University Lecturer in Planning at the Department of Land Economy and a Fellow of Robinson College). With more than 100 contributions in peer review journals, books/books chapters, conference proceedings, and a research track record of approximately 16 years, (both at the public and private sector), her research interests are centred on the application of new technologies to spatial planning in particular city and metropolitan dynamic modelling through time.  相似文献   
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