THE ANTI-SEISMIC ANALYSIS OF LOCK-UP DEVICE

摘要：

Recently, lock-up device (LUD) is always used in practical engineering. To study the antiseismic performance of LUD, this paper carries out the nonlinear time-history analysis on bridge engineering by the Midas/Civil software, considering the interaction between pile and soil. The related data are compared in the two computational models which are respectively uninstalled Lock-up device and installed Lock-up device. The results show that the maximum shear forces of the tops of the piers and the maximum bending moments of the bottoms of the piers are quite uniform after the LUD are installed and that the maximum displacements at the end of the girder of the model installed the LUD are smaller than those of uninstalled the LUD. In a word, the Lock-up device shows an excellent anti-seismic performance.

作者: Lingjun Kong Yanbei Chen Hongxiang Li Qibin Jiang

作者单位: Zhuzhou Times New Material Technology Co.,LTD.,No.18,Haitian Road,Tianyuan District.Zhuzhou Hunan412 Binhai Branch of Tianjin Municipal Engineering Design & Research Institute, Tianjin 300051,China

会议类型: 国际会议

会议名称: The International Symposium on Innovation & Sustainability of Structures in Civil Engineering(2011年土木工程结构创新与可持续发展国际会议)

会议地点: 厦门

会议语种:英文

页码: 592-596

在线出版日期: 2011-10-28（万方平台首次上网日期，不代表论文的发表时间）