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混凝土自锚式悬索桥静力特性分析
引用本文:黄斌勇,邵敏.混凝土自锚式悬索桥静力特性分析[J].山西建筑,2010,36(13):310-311.
作者姓名:黄斌勇  邵敏
作者单位:杭州市七格污水处理厂工程建设指挥部,浙江杭州,310004
摘    要:以某混凝土自锚式悬索桥为工程背景,利用大型有限元软件Midas/Civil建立其空间有限元分析模型,通过计算恒载效应和活载效应,探讨了混凝土自锚式悬索桥静力特性的特点,以明确悬索桥成桥状态。

关 键 词:混凝土自锚式悬索桥  静力特性  空间有限元分析

An analysis on static characteristics of concrete self-anchored suspension
HUANG Bin-yong,SHAO Min.An analysis on static characteristics of concrete self-anchored suspension[J].Shanxi Architecture,2010,36(13):310-311.
Authors:HUANG Bin-yong  SHAO Min
Affiliation:HUANG Bin-yong SHAO Min
Abstract:With the engineering background of some concrete self-anchored suspension,using the large-scale finite element software Midas/Civil to building the spatial finite element model,through calculating dead load effect and live load effect,it studies static characteristics of concrete self-anchored suspension,in order to clear suspension bridge into a bridge state.
Keywords:concrete self-anchored suspension  static characteristics  spatial finite element analysis  
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