Now showing items 21-23 of 23

    • Simple Three-layer Pagoda Analysis 

      Liang, Haoyu; Chen, Jian; MacRae, Gregory; Jia, Liang-Jiu; Li, Minghao (2024-04-09)
      This paper describes the construction of a simplified three-storey pagoda and its behaviour. The following are developed: (i) a 1/20 scale 3-D printed overall structure model, (ii) a 1/10 scale 3-D printed model of one ...
    • The ROBUST Steel Building Response 

      MacRae, Gregory; JIA, Liang-Jiu; Yan, Zhenduo; Clifton, Charles; Ramhormozian, Shahab; Dhakal, Rajesh; Xiang, Ping; Rodgers, Geoff; Quenneville, Pierre; Zhao, Xianzhong (2024-04-09)
      The ROBUST test programme describes the full-scale shaking table testing of nine different steel frame building configurations on the Tongji University shaking tables. Energy dissipation occurs by means of friction devices ...
    • Three-storey Configurable Steel Framed Building Incorporating Friction Based Energy Dissipaters: Structural Configuration and Instrumentation 

      Yan, Zhenduo; Bagheri, Hamed; Ramhormozian, Shahab; Clifton, Charles; Rangwani, Kiran; MacRae, Gregory; Quenneville, Pierre; Rodgers, Geoffrey; Xiang, Ping; Jia, Liang-Jiu; Zhao, Xianzhong (2021-04-14)
      A 9 m high, full-scale three-storey configurable steel frame composite floor building incorporating friction based connections is being tested using two linked bi-directional shake tables at the International joint research ...