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机译:高强度钢毛毡管结构与端板连接可更换剪切环节的抗震性能的实验与数值研究
School of Civil Engineering Xi'an University of Architecture and Technology Xi'an China;
School of Civil Engineering Xi'an University of Architecture and Technology Xi'an China Key Lab of Structural Engineering and Earthquake Resistance Ministry of Education (XAUAT) Xi'an China;
School of Civil Engineering Xi'an University of Architecture and Technology Xi'an China Key Lab of Structural Engineering and Earthquake Resistance Ministry of Education (XAUAT) Xi'an China;
School of Civil Engineering Xi'an University of Architecture and Technology Xi'an China;
School of Civil Engineering Xi'an University of Architecture and Technology Xi'an China;
School of Civil Engineering Xi'an University of Architecture and Technology Xi'an China Key Lab of Structural Engineering and Earthquake Resistance Ministry of Education (XAUAT) Xi'an China;
Steel framed-tube structure; High-strength steel; Replaceable shear link; Quasi-static cyclic test; Seismic behavior; Replaceability; Finite element analysis;
机译:具有可更换剪切链路的高强度钢框架结构的地震性能研究
机译:螺栓可替换剪切连接的高强度钢框架结构的循环特性
机译:高强度钢框管结构的抗震性能,具有网螺栓双通道剪切环
机译:偏远钢架可更换剪切环螺栓连接壁锚式抗震行为的有限元分析
机译:钢板混凝土组合剪力墙地震响应的实验,数值和分析研究
机译:高强度钢筋钢纤维混凝土梁抗剪性能的试验研究
机译:高强度混凝土高强度钢筋梁柱接头抗震性能的实验研究