PDF(2494 KB)
PDF(2494 KB)
PDF(2494 KB)
摆式惯容-零二次刚度自复位阻尼器并联加固双柱墩抗震性能研究
({{custom_author.role_cn}}), {{javascript:window.custom_author_cn_index++;}}Seismic performance of a double-column bridge retrofitted with a self-centering damper with a zero secondary stiffness and a pendulum-based inerter in parallel
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