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大跨度桥梁非线性空气静力行为研究
引用本文:张新军,彭卫,陈艾荣,项海帆.大跨度桥梁非线性空气静力行为研究[J].浙江工业大学学报,2001,29(3):226-229.
作者姓名:张新军  彭卫  陈艾荣  项海帆
作者单位:1. 浙江工业大学建筑工程学院,
2. 同济大学桥梁系,
基金项目:国家自然科学基金资助项目(59198470)
摘    要:考虑结构变形对静风荷载的非线性影响以及结构的几何非线性因素,提出了大跨度桥梁非线性空气静力分布方法,并编制了计算程序。最后,结合江阴长江大桥进行了分析和研究,揭示了非线性因素对大跨度桥梁空气静力行为影响的程序和规律。

关 键 词:大跨度桥梁  非线性  空气静力分析  计算程序
文章编号:1006-4303(2001)03-0226-04
修稿时间:2000年11月15

Nonlinear aerostatic analysis of long-span bridges
ZHANG Xin\|jun\ ,PENG Wei\ ,CHEN Ai\|rong\ ,XIANG Hai\|fan\.Nonlinear aerostatic analysis of long-span bridges[J].Journal of Zhejiang University of Technology,2001,29(3):226-229.
Authors:ZHANG Xin\|jun\  PENG Wei\  CHEN Ai\|rong\  XIANG Hai\|fan\
Affiliation:ZHANG Xin\|jun\ 1,PENG Wei\ 1,CHEN Ai\|rong\ 2,XIANG Hai\|fan\ 2
Abstract:In order to investigate the nonlinear aerostatic behavior of long\|span bridges, an approach is described here, in which both the effects of nonlinear aerostatic loads and structural geometric nonlinearities are considered, and the computing procedure is also programmed. Finally with the Jiangyin Suspension Bridge over Yangtze River as an example, nonlinear aerostatic analysis is performed, the influence mechanism and the role of those effects in aerostatic behavior of long\|span bridges are clarified.
Keywords:long\|span bridge  nonlinear  aerostatic analysis
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