Analysis of Seismic Performance for Segmentally Assembled Double-Column Bridge Structures Based on Equivalent Stiffness by Huixing Gao, Wenjing Xia, Guoqing Liu

Subjects: “…self-centering segmental assembly…”
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Seismic Performance Research of Self-Centering Single-Column Bridges Using Equivalent Stiffness Theory by Huixing Gao, Wenjing Xia, Hongxu Lu

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Control method for smoothnessin segmental assembly construction of super-long span bridges for high-speed railways by Can Huang, Chengming Peng, Zhaofu Yan, Yuan Zhang, Yifan Deng

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