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机译:基于MR阻尼器的钢-混凝土混合结构非线性地震控制试验研究。
Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, Tianjin University, Tianjin 300072, China;
Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, Tianjin University, Tianjin 300072, China;
School of Civil Engineering, Beijing Jiaotong University, Beijing 100044, China;
Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, Tianjin University, Tianjin 300072, China;
Key Laboratory of Coast Civil Structure Safety of China Ministry of Education, Tianjin University, Tianjin 300072, China;
steel-concrete hybrid structure; magnetorheological (MR) damper; semi-active control; shaking table test; seismic damage; simple on-off control; nonlinear seismic control;
机译:基于MR阻尼器的钢混混合结构非线性半主动控制的数值研究
机译:基于MR阻尼器的钢混混合结构非线性半主动控制的数值研究
机译:钢筋混凝土杂交结构与屈曲抑制胶带的抗震性能的实验研究
机译:粘性阻尼器对高层建筑钢混凝土杂交结构抗震性能的影响
机译:具有非线性粘性阻尼器的MRF钢结构在地震作用下的大规模实验,数值和设计研究。
机译:建筑结构地震响应控制的多个超薄型阻尼器系统的抗震性能和有效性评估
机译:利用MR阻尼器的钢混凝土混合结构非线性半视线控制的数值研究
机译:用可变粘滞阻尼器对地震激励滞回结构的半主动控制