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大型高桩梁板式码头数模计算与物模试验比较分析
引用本文:张宝华,任增金,郑锋勇.大型高桩梁板式码头数模计算与物模试验比较分析[J].水道港口,2009,30(1):49-52.
作者姓名:张宝华  任增金  郑锋勇
作者单位:1. 交通部天津水运工程科学研究所,水工构造物检测、诊断与加固技术交通行业重点实验室,天津,300456
2. 中交水运规划设计院,北京,100007
摘    要:物理模型试验一直是解决新型结构或复杂课题的重要手段,数学模型技术与计算机技术的结合是解决工程问题的有效方法。采用物理模型试验和数学模型计算相结合的方法来分析某大型高桩梁板式结构,该结构特点是长桩、深梁、大跨度、大荷载。通过比较分析,发现数学模型计算和物理模型试验数据基本吻合,从而确保了码头结构设计的可靠性,并进一步丰富和完善了码头结构试验和计算手段。

关 键 词:高桩梁板式  物理模型  数学模型  对比试验

Comparative analysis of large-scale high piled beam-slab structure wharfs between mathematical model and physical model
ZHANG Bao-hua,REN Zeng-jin,ZHENG Feng-yong.Comparative analysis of large-scale high piled beam-slab structure wharfs between mathematical model and physical model[J].Journal of Waterway and Harbour,2009,30(1):49-52.
Authors:ZHANG Bao-hua  REN Zeng-jin  ZHENG Feng-yong
Institution:1.Tianjin Research Institute for Water Transport Engineering;Key Laboratory of Harbor& Marine Structure Safety;Ministry of Communications;Tianjin 300456;China;2.China Communications Planning and Design Institute for Water Transportation;Beijing 100007;China
Abstract:Physical model experiment has been an important mean for solving the new structure and the complex topic.The combination of mathematical model technology and computer technology is an effective method to solve engineering problems.The certain large-scale high piled beam-slab structure wharf was analyzed by the physical model and the mathematical model.The characteristics of the structure are long piles,deep beams,large span,the large load.By comparative analysis,the test data of the mathematical model and p...
Keywords:high piled beam-slab structure  physical model  mathematic model  comparative test  
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