Pinching in Steel Rack Joints: Numerical Modelling and Effects on Structural Response

Author:

Gusella FedericoORCID,Orlando Maurizio,Spinelli Paolo

Publisher

Springer Science and Business Media LLC

Subject

Civil and Structural Engineering

Reference60 articles.

1. Abdel-Jaber, M., Beale, R. G., & Godley, M. H. R. (2005). Numerical study on semi-rigid racking frames under sway. Computers & Structures, 83, 2463–2475.

2. Aguirre, C. (2005). Seismic behavior of rack structures. Journal of Constructional Steel Research, 61, 607–624.

3. Alath, S., & Kunnath, S. K. (1995). Modeling inelastic shear deformation in RC beam-column joints. In Proceedings of tenth conference on engineering mechanics (pp. 822–825). Boulder: University of Colorado.

4. André, F., Bachman, R. E., & Mahoney, M. G. (2006). Performance-based seismic design of pallet-type steel storage racks. Earthquake Spectra, 22(1), 47–64.

5. ATC-24. (1992). Guidelines for cyclic seismic testing of components of steel structures for buildings. Report No. ATC-24, Applied Technology Council, Redwood City, CA.

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