2MA A,SHARP J V.Fatigue design of cast steel nodes in offshore structures based on research data[C]∥Proceedings of the Institution of Civil Engineers,Water Maritime and Energy.London:Telford,1997:112-126.
3HALDIMANN-STURM S C,NUSSBAUMER A.Fatigue design of cast steel nodes in tubular bridge structures[J].International Journal of Fatigue,2008(30):528-537.
4SCHOBER H.Steel castings in architecture and engineering[C]∥Proceedings of the North American Steel Construction Conference.Chicago:Springer,2003:1-23.
7NUSSBAUMER A.Defect tolerances of steel castings in bridge structures:project IC 438[R].Zurich,Switzer-land:Swiss Federal Institute of Technology,2005:1-3.
8SCHUMACHER A,STURM S,WALBRIDGE S,et al.Fatigue design of bridges with welded circular hollow sections:project 489E[R].Zurich,Switzerland:Swiss Federal Institute of Technology,2003:1-3.
9NUSSBAUMER A,HALDIMANN-STURM S C,SCHUMACHER A.Fatigue of bridge joints using welded tubes or cast steel node solutions[J].Welding in the World,2006,50(SPEC.ISS):56-63.
10VESELCIC M,HERION S,PUTHLI R.Selection of butt-welded connections for joints between tubulars and cast steel nodes under fatigue loading[J].Welding in the World,2006,50(SPEC.ISS):528-535.