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Shaking table test of a long-span continuous girder bridge
Compared with middle-span bridges, seismic response of long-span bridges is more complicated, and so is seismic design. For example, influence of high order modes is obvious, as well as multi-support excitation, all kinds of nonlinear factors and soil and structure interaction (SSI). It is necessary to study on seismic behavior of a long-span continuous girder bridge. With the help of shake table array and substructure test technology, study on seismic performance of a long-span continuous girder bridge has been done and some useful conclusions have been got.
Shaking table test of a long-span continuous girder bridge
Compared with middle-span bridges, seismic response of long-span bridges is more complicated, and so is seismic design. For example, influence of high order modes is obvious, as well as multi-support excitation, all kinds of nonlinear factors and soil and structure interaction (SSI). It is necessary to study on seismic behavior of a long-span continuous girder bridge. With the help of shake table array and substructure test technology, study on seismic performance of a long-span continuous girder bridge has been done and some useful conclusions have been got.
Shaking table test of a long-span continuous girder bridge
Chen, Yan-Jiang (author) / Zhou, Da-Xing (author) / Yan, Wei-Ming (author) / Tang, Zhen-Yun (author)
2012
5 Seiten
Conference paper
English
Shaking Table Test of a Long-Span Continuous Girder Bridge
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