鉄骨トラスばりの耐力と塑性変形性状に関する実験研究 : トラス構造物の耐震性に関する研究(1)

抄録

The numerical analysis of failure process for truss structures will require a great deal of expenses and labor. It is the purpose of this paper to outline a procedure simplifying the failure process analysis for the steel truss beams. In this procedure, monotonic and repeated load tests are performed on truss beams, the load-deformation diagrams are obtained and they are replaced with a simplified model. It is assumed that the truss beam behaves in accordance with the idealized model curve.