Shaking Table Test of a Long-Span Continuous Girder Bridge


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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.



Advanced Materials Research (Volumes 446-449)

Edited by:

Xiuli Du, Jianjun Zheng, Weiming Yan, Yue Li and Jianwei Zhang




Y. J. Chen et al., "Shaking Table Test of a Long-Span Continuous Girder Bridge", Advanced Materials Research, Vols. 446-449, pp. 242-246, 2012

Online since:

January 2012




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