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Now showing items 1-3 of 3

    • Accounting for moment-rotation behaviour of connections in portal frames 

      Albertyn, Heindrich L.; Haas, T. N.; Dunaiski, Peter E. (South African Institution of Civil Engineering, 2014-04)
      Portal frames are steel structures used to construct industrial buildings. Conventional analysis techniques used by practising engineering professionals assume that the eave, ridge and base connections are either infinitely ...

    • The effect of parameters on the end buffer impact force history of the crane 

      Haas, T. N.; Maincon, P.; Dunaiski, P. E. (South African Institution of Civil Engineering, 2012-04)
      An overarching investigation was conducted to provide engineers with guidelines for designing crane supporting structures. The focus of this study was to determine whether the identified parameters had an effect on the end ...

    • Estimation of the maximum end buffer impact force for a given level of reliability 

      Haas, T. N.; Maincon, P.; Dunaiski, P. E. (South African Institution of Civil Engineering, 2012-04)
      The first paper in this set of two, titled The effect of parameters on the end buffer impact force history of the crane (see page 55), examined the effect of a change in the magnitude of the parameter on the end buffer ...