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机译:角撑板连接和支撑对X型支撑框架抗震性能的影响
Department of Civil Engineering, University of Washington, Seattle, WA 98195-2700, U.S.A,Charles W. Roeder, Department of Civil Engineering, University of Washington, Seattle, WA98195-2700, U.S.A;
Department of Civil Engineering, University of Washington, Seattle, WA 98195-2700, U.S.A;
Department of Civil Engineering, University of Washington, Seattle, WA 98195-2700, U.S.A;
Department of Civil Engineering, University of Washington, Seattle, WA 98195-2700, U.S.A;
Korean Institute of Construction and Transportation, Gyeonggi-do, Korea;
National Center for Research in Earthquake Engineering, Taipei, Taiwan;
National Center for Research in Earthquake Engineering, Taipei, Taiwan;
National Center for Research in Earthquake Engineering, Taipei, Taiwan;
concentrically braced frames; gusset plate connections; braced frames; experimentalbehavior;
机译:折弯约束支撑框架中角钢角撑板连接处的框架和支撑作用力
机译:滑动角形角撑板连接,可改善屈曲约束的支撑钢框架的抗震性能:子组件测试
机译:角撑板连接构型对屈曲约束支撑框架中框架-角撑板相互作用的影响
机译:在同心支撑框架中的角腹板连接的地震设计
机译:同心支撑框架的梁柱连接抗弯性能和地震倒塌性能
机译:考虑PR连接和重力框架影响的3D钢结构建筑物的地震响应
机译:轻型结构抗震设计接头的试验研究。第3部分:角撑板,角接头,x支撑框架