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USE OF MODAL ANALYSIS OF NATTAI BRIDGE MITTAGONG BYPASS

机译:纳塔台桥绕行绕过模态分析

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Three structures of recently opened bypass offer wide range of structural types and presented different challenges to the experimental process and to the analytical modelling. The first structure is a continuous prestressed continuous beam of variable cross section, the second consists 5 simply supported spans of #4 pre-stressed concrete beams composite with a reinforced concrete deck, and the third is made of two skew simply supported hollow slabs made of reinforced concrete. The spans vary from 30 m to over 100 m, presenting different mass to be excited during the test, but also different type of model in the finite element method used for the analytical analysis. In particular some new structural system was created on one of bridge, with continuity for live load only. The bridges were tested before the bypass opened to establish record for new structures for latter comparison.
机译:最近打开的旁路三种结构提供广泛的结构类型,并对实验过程和分析建模提出了不同的挑战。第一结构是连续预应力连续的可变横截面,第二个由钢筋混凝土甲板组成的第二个由钢筋混凝土甲板的跨度的跨度横截面。第三个是由两个歪斜的由两个歪斜的支撑空心板制成钢筋混凝土。跨度从30米到100多米的速度变化,呈现不同的质量在测试期间兴奋,而且在用于分析分析的有限元方法中的不同类型的模型。特别是一些新的结构系统是在桥梁之一上创建的,仅限Live Load的连续性。在旁路打开之前测试了桥梁以建立后者比较的新结构的记录。

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