机译:柱子对摩擦摆轴承摩擦摆座K8单层球形网状圆顶抗震性能的影响
Guizhou Univ Sch Civil Engn Guiyang 550025 Guizhou Peoples R China|Guizhou Univ Key Lab Struct Engn Guizhou Guiyang 550025 Guizhou Peoples R China;
Guizhou Univ Sch Civil Engn Guiyang 550025 Guizhou Peoples R China|Guizhou Univ Key Lab Struct Engn Guizhou Guiyang 550025 Guizhou Peoples R China;
Guizhou Univ Sch Civil Engn Guiyang 550025 Guizhou Peoples R China|Guizhou Univ Key Lab Struct Engn Guizhou Guiyang 550025 Guizhou Peoples R China;
Guizhou Univ Sch Civil Engn Guiyang 550025 Guizhou Peoples R China;
Single-layer reticulated dome; Friction pendulum bearing (FPB); Column height; Column section radius; Seismic performance;
机译:立柱支座对带有摆锤轴承的K8单层球面球形穹顶抗震性能的影响
机译:带摩擦摆轴承的柱支撑单层网状圆顶的抗震性能
机译:成员曲率对单层球面网状球面稳定性影响的研究
机译:垂直稀土地震下K8模式单层网状圆顶的地震反应分析
机译:三重摩擦摆轴承结构性能的高级建模
机译:冲击器的尺寸效应和材料特性效应对单层Kiewitt-8网状球顶损伤模式的影响
机译:成员初始曲率对单层球形网状圆顶稳定性的影响研究