Numerical Simulation of a Reduced-Scale 4-Story Steel Moment-Resisting Frame Tested to Collapse

Author:

Li JionghuiORCID,Somarriba MartinORCID,Okazaki TaichiroORCID,Nagae TakuyaORCID,Matsui RyotaORCID

Publisher

Springer Nature Switzerland

Reference7 articles.

1. Somarriba, M., Okazaki, T., Nagae, T., Matsumiya, T.: Shake-table collapse tests of a reduced scale, 4-story steel moment-resisting frame. In: Proceedings of the 11th International Conference on the Behavior of Steel Structures in Seismic Areas, Salerno Italy (2024, under review)

2. Opensees Homepage. http://opensees.berkeley.edu. Accessed 30 Nov 2023

3. Okazaki, T., Seki, A., Matsui, R., Nagae, T.: Fracture simulation of beams in a high-rise building subjected to long period ground motion. Part 2: Monte Carlo simulation over fatigue parameter. In: Proceedings of 2020 AIJ Convention (Kanto), pp. 795–796 (2020)

4. Gupta, A., Krawinkler, H.: Seismic demands for the performance evaluation of steel moment resisting frame structures. Report No. 132, The John A. Blume Earthquake Engineering Center, Stanford University, Stanford, California (1999)

5. Uriz, P., Mahin, S.A.: Seismic vulnerability assessment of concentrically braced steel frames. Int. J. Steel Struct. 4(4), 239–248 (2004)

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