武汉长江二桥
- 网络Second Wuhan Yangtze River Bridge
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武汉长江二桥技术进步分析
Analysis of Science and Technology Progress in the Construction of the Second Wuhan Yangtze River Bridge
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为研究GPS测定桥梁结构自振特性的可行性,结合武汉长江二桥开展了一次GPS动态监测试验工作,介绍了试验实施方案及其监测结果。
This paper proceedes the actual test work for GPS dynamic monitoring , and introduces the experimental implementing scheme , data processing method and monitoring result .
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武汉长江二桥混凝土施工技术
Concrete Construction Technology of the Second Changjiang River Bridge in Wuhan
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武汉长江二桥建桥技术的主要成就
Outstanding Technical Achievements in Building of the Second Changjiang River Bridge in Wuhan
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从《史记》、《汉书》到《汉武大帝》武汉长江二桥与武汉长江大桥的比较
Comparison of the Second Changjiang River Bridge in Wuhan with the Wuhan Changjiang River Bridge
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武汉长江二桥的索力、温度和应力测量
Measurements of Cable Forces , Temperatures and Stresses of the Second Changjiang River Bridge in Wuhan
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武汉长江二桥正桥工程概况及其施工特点
General Descriptions and Construction Features of Main Bridge Project of the Second Changjiang River Bridge in Wuhan
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武汉长江二桥双壁钢围堰钻孔桩施工
Construction of Bored Piles in Double wall Steel Cofferdam for the Second Changjiang River Bridge in Wuhan
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武汉长江二桥交通量分流计算的研究及其分析
Research and Analysis of the Calculation of Wuhan No.2 Changjiang River Bridge ′ Drawing Volume of Traffic
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武汉长江二桥连续梁与刚构的临时连接
Temporary Connection of Continuous Girders with Rigid - framed Structure of the Second Changjiang River Bridge in Wuhan
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并结合武汉长江二桥等桥梁的监测实践,验证了变形监测在运营管理中的作用。
The function of deformation monitoring is validated in operation management based on monitoring practice of The Second Bridge over Yangtze River in Wuhan .
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重点介绍了位于长江主航道上武汉长江二桥斜拉桥主塔墩基础双壁钢围堰及钻孔桩的施工。
Construction of bored piles in steel cofferdam as pylon foundations in main channel for the SecondChangjiang River Bridge in Wuhan is emphatically recounted .
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利用模态阻尼实测数据得到了结合梁斜拉桥、混凝土斜拉桥和钢悬索桥子结构的损失系数,然后利用这一方法计算了南浦大桥、武汉长江二桥和虎门大桥的模态阻尼。
The loss factors of substructures of composite cable-stayed bridges , concrete cable-stayed bridges and steel suspension bridges are estimated by using the established database of modal damping , and the modal damping of Nanpu Bridge , the Second Wuhan Bridge and Humen Bridge are further evaluated .