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.
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