Abstract
In the construction process of Hong Kong-Zhuhai-Macao Bridge, the side span girder of Qingzhou channel bridge, the non-navigable span of the shallow water region and the side span S11 ~ S17 large segments are located between transitional pier and auxiliary pier of Jiuzhou channel bridge are based on the large segment hoisting construction technique. The widely use of the large segment hoisting construction which can ensure the construction safety and shorten the construction period obviously, effectively reduce the bad environment factors in construction. All of these are important to the transportation hub, Hong Kong-Zhuhai-Macao Bridge. But because of the transformation of structural system and the complex stress of the large segment girder in the lifting point in transportation and hoisting process, it is significant to do the finite element simulation analysis.
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