机译:ED棒的屈服强度和屈服后刚度比对PT摇摆桥墩抗震性能的影响
Department of Civil Engineering, Chonbuk National University, Jeonju, Jeollabuk-do 561 -756, South Korea;
Department of Civil and Construction Engineering, National Taiwan University of Science and Technology, Taipei City 106, Taiwan;
School of Civil, Environmental and Architectural Engineering, Korea University, Seoul 136-713, South Korea;
Department of Civil Engineering, Chungnam National University, Daejeon 305-764, South Korea;
PT rocking bridge piers; Alternative modeling technique; Energy dissipation bars; Yielding moment level; Post-yielding stiffness ratio; Flag-shaped hysteretic behavior; Seismic responses;
机译:基于位移的抗震设计,用于安装具有滞后屈服刚度的滞后阻尼器的建筑物
机译:后屈服刚度的两层抗震设计方法及其在无粘结钢筋混凝土桩中的应用
机译:隔震桥墩的抗震性能与设计。
机译:屈服后刚度对建筑结构地震响应影响的研究
机译:用于桥梁钢桁架墩抗震控制的可控摇摆方法的分析和实验研究。
机译:隔震非弹性RC桥墩的离心模型
机译:两级地震设计方法采用产量后刚度及其应用于解合钢筋钢筋混凝土墩
机译:桥梁钢桁架桥梁抗震控制摇摆方法的分析与试验研究