城市轨道交通高架桥梁抗震设计中的关键问题   总被引：1，自引：0，他引：1  

韩鹏  王君杰  董正方 《震灾防御技术》2010,5(1):32-42

伴随我国城市轨道交通建设的快速发展,轨道交通抗震安全已成为我国大中型城市和地区生命安全、交通秩序、正常的经济和社会活动的重要保障。本文针对城市轨道交通高架桥梁结构和线路运行特点,结合国内外地震中铁路和轨道交通桥梁破坏特征,参照桥梁抗震设计思想和国内外桥梁抗震设计规范内容,综合论述了轨道交通抗震设计中抗震设防分类、设防标准与性能目标的确定,结构安全和行车安全指标的选取,桩-土相互作用、轨道系统和车辆作用的模拟等关键问题,并结合设计工作特点,对研究工作与设计工作的结合提出了建议。  相似文献   

港珠澳大桥隧道沉管安装定位及姿态监测技术          下载免费PDF全文

张彦昌  黄永军 《海洋测绘》2012,32(5):25-28

重点介绍了针对港珠澳大桥海底沉管对接过程中水下精密定位及姿态监测技术方法,采用了水上RTK定位与水下姿态监测技术相结合,并实时监测测量塔挠度,通过三维坐标转换实现了高精度的对接定位及姿态监测,开发可视化仿真模拟软件,指导沉管水下对接。简要介绍了安装定位过程的实施步骤、关键工序和定位精度分析。  相似文献   

基于交通可达性的港珠澳大桥时空压缩效应   总被引：7，自引：1，他引：6  

吴旗韬  张虹鸥  叶玉瑶  苏泳娴 《地理学报》2012,67(6):723-732

交通基础设施建设对地区经济和城市发展具有深远的影响,特别是跨江通道建设可极大提升海湾两岸城市群之间的交通和经济联系,因此研究跨江通道对海湾地区空间格局的影响具有重要的意义与价值。针对先前可达性模型中对非交通网络栅格均质化处理的局限,在模型中对非交通网络栅格增加自然(水面、海拔、坡度) 和土地利用类型等影响因素处理,对既有分析模型进行改进,使得交通可达性更符合实际情况。应用该改进模型计算了港珠澳大桥两种情景下珠三角区域可达性空间格局的变化,探讨港珠澳大桥对中心城市时间和费用可达性的影响。分析结果表明:① 时间可达性分析中,在珠三角中心城市中,香港和珠海的时间可达性提高最多,而其他城市则影响较弱;② 费用可达性分析中,港珠澳大桥的开通可极大减少香港和珠海往珠三角西岸和东岸的运输费用,同时,不同的大桥通行费用情况下,费用差异产生影响的空间范围差别相同,而不同地区的影响程度则有所差别。基于时间和费用可达性的变化,进一步讨论了港珠澳大桥的建设产生的影响。港珠澳大桥的建成能提升珠江口西岸地区的区位优势,促进区域融合和经济发展;能满足日益增长的跨界交通需求,将成为珠江口南部的重要通道,改变珠三角地区的交通空间格局。研究对产业影响表现有所差异,香港在商贸和服务业的优势将进一步凸显,而西岸地区的旅游业和房地产将不断受益。最后分析了政策和其他交通通道建设对港珠澳大桥的影响。  相似文献   

USE OF SURFACE GUIDE PANELS AS PIER SCOUR COUNTERMEASURES     

Chin-Kun HUANG  Chii-Jau TANG 《国际泥沙研究》2005,20(2):117-128

1 INTRODUCTION Protection of bridge piers against local scour is of major importance to bridge maintenance. The safety of bridges is seriously threatened by the river flood during typhoons or thunderstorms. In Taiwan typhoon’s floods are often so strong in possession of high energy to transport a large amount of bed sediment in river. The average velocity in a flood river can go typically over 3 m/s even up to 5 m/s, several times of the regular flow speed. The peak discharge of flood i…  相似文献   

跨海通道空间效益模型——以珠江口跨海通道为例     

吴旗韬  樊杰  张虹鸥  孙威  叶玉瑶 《地理研究》2015,34(11):2061-2072

跨海通道建设可缩短海湾两岸城市间交通时间,提升城市间经济联系。提出跨海通道空间效益理论模型,并采用城市相互作用强度引力模型,基于GIS计算珠江口港珠澳大桥和深中通道开通前后两岸城市最短时间矩阵,定量分析两岸城市可达性、经济联系强度和空间格局,验证理论模型的科学性。基本验证了跨海通道效益理论模型,结果表明：① 珠三角加权可达性水平较高地区主要集中在核心地区,跨海通道对可达性影响较大地区主要分布在南部,从南向北逐渐减小。② 跨海通道显著提升区域经济联系总量,深圳与香港、中山与澳门分别成为珠江口两岸提升最高的城市。跨海通道改变城市经济联系空间格局,促进区域经济联系分布更加均衡。③ 大陆与港澳间的通关时间是区域城市经济联系的重要影响因素,通关时间对区域经济联系总量的影响约占四分之一,未来需建立更加便捷的通关程序。  相似文献   

Joint earthquake,wave and current action on the pile group cable-stayed bridge tower foundation: An experimental study     

《Applied Ocean Research》2017

Sea-crossing cable-stayed bridges located in areas of active seismicity are generally subjected to earthquakes, waves, current and other dynamic loads of potential threat during their service period. The pile group foundation, which is composed of bored piles and elevated pile caps, has been applied widely for pylons to ensure the stability of cable-stayed bridge towers. Owing to its large dimensions, complexity and marked three-dimensional characteristics, it is difficult to model the precise dynamic response of the pile group pylon foundation under the joint action of various dynamic loads by means of existing theory. In this paper, an experimental study is presented for a 1/100 scale dynamic test model of a bridge tower with a grouped pile foundation. The model was designed according to elasticity-gravity similarity laws and tested using the Earthquake, Wave and Current Joint Simulation System. The structural response of the bridge tower in air and water conditions with and without incident sine waves and current was investigated. The test results may be used for engineering practice and further research.  相似文献   

Ground improvement and foundation practice for Persian Gulf Bridge (causeway); Bandar Abbas Harbor–Qeshm Island     

Farid Asadi  Fatemeh Valikhah 《Marine Georesources & Geotechnology》2017,35(4):538-547

National Persian Gulf Bridge is a communication route between Bandar Abbas port and Qeshm Island located on the southern border of Iran. This causeway has important role for facilitating the transportation system between Qeshm Island and mainland, i.e., Bandar Abbas. Based on geotechnical and geological site investigation records, the bridge is located on the deposits with high seismic possibility and subsequently significant dynamic loading. Therefore, adequate substructure design of this bridge as an offshore project is realized as a major requirement. The geophysical and geotechnical investigations have been done to obtain the subsoil characteristics of the project site. For this purpose, 18 boreholes have been performed to do in situ tests and extract samples for laboratory testings. Data synthesis indicates that in the zones close to Qeshm Island and in the deeper parts of the sea, the strata is made of clay with loose sands and some depths, with silty sands. Hence, instability issues, including the low bearing capacity and the high differential settlement, are significant aspects in analysis and design of substructure for this project. Also, in this paper, the subsoil conditions have been studied from in situ tests such as standard penetration test (SPT) and cone penetration test (CPT) results in order to achieve an appropriate foundation system. Moreover, the necessity of the ground improvement of the site has been investigated to propose an efficient technique for safe and secure construction. Based on the analysis and methods screened, the vibro-replacement method is considered as a suitable and efficient ground improvement method for this project.  相似文献   

变形监测技术在桥梁监测中的应用     

董学智  李胜  李爱民 《四川测绘》2012,(1):13-15

变形监测是工程测量的重要研究内容,它可以分析和评价建筑物或工程设施的安全状态,研究变形规律及预报变形,是一种重要的测量监测手段。本文通过对某高速公路的桥梁沉降监测和承台水平位移监测,探究了在桥梁监测中变形监测的实施方法及数据分析与处理模式,分析了桥梁变形的规律,为桥梁养护提供准确的监测意见及报告。  相似文献   

桃夭门大桥基岩长周期设计反应谱          下载免费PDF全文

梁小华  蒋溥 《地震地质》2004,26(4):772-783

文中结合舟山市桃夭门大桥抗震设计在长周期频段的需要,研究分析了桃夭门大桥场地基本地震地质环境特点和长周期地面运动谱的研究现状,从强震记录长周期分量信息特点出发,以强震记录为基础,选用了11个有代表性的M≥65的强震,共72条强震地面运动记录,参照核法规HAF0101(1)特定场地谱的确定方法,通过统计分析建立了以均值反应谱为基础的长周期反应谱  相似文献   

基于倾角仪与测量机器人的异形桥变形监测研究     

张海明  王明常  林楠  王凤艳  张馨月 《世界地质》2019,(2):513-521

为研究影响异形结构桥梁变形的因素,分析不同测量手段反映异形桥变形的灵敏度,以吉林省延边朝鲜族自治州安图县二道白河镇美人松空中廊桥公园内空中廊桥为例,采用倾角仪和测量机器人联合的方式,在顾及荷载、风向和风速的作用下,测定廊桥的倾斜角和位移量,获取两套独立观测数据。通过正交试验分析荷载、风向和风速对廊桥倾斜程度的影响,并通过灵敏度试验分析两种测量手段反映廊桥变形的灵敏度。研究结果表明,倾角仪和测量机器人都能较高精度地反映廊桥变形且数据相近,倾角仪反映廊桥变形灵敏度更高,廊桥变形主要受荷载和风速影响。  相似文献