Numerical Model of a Hybrid Damping System Composed of a Buckling Restrained Brace with a Magneto Rheological Damper

[1] Wenke, T. & Eric, ML. (2014). Hybrid Recentering Energy Dissipative Device for Seismic Protection, Hindawi Publishing Corporation Journal of Structures,vol 2014, ID 262409.10.1155/2014/262409Search in Google Scholar

[2] Amadio, C., Clamente, I., Macorini, L. & Fragiacomo, M. (2008). Seismic behavior of hybrid systems made of PR composite frames coupled with dissipative bracings, Earthquake Engineering and Structural Dynamics, 37,861-879, Published online in Wiley InterScience DOI: 10.1002/eqe.790.10.1002/eqe.790Search in Google Scholar

[3] Kim, D.H. (2013). Experimental Study on the Seismic Performance of Hybrid Buckling-Restrained Braces, Journal of Korean Society of Hazard Mitigation, Vol. 13, no. 4, 23-29, DOI: 10.9798/KOSHAM.2013.13.4.023.10.9798/KOSHAM.2013.13.4.023Search in Google Scholar

[4] Filip-Vacarescu, N., Stratan, A.& Dubina, D. (2014). Seismic Performance of Multistorey Steel Frames With Strain Hardening Friction Dampers - Part 1, Proceedings of the Romanian Academy, series A: Mathematics, Physics, Technical Sciences, Information Science, Vol. 1/2014, ISSN 1454-906.Search in Google Scholar

[5] Panait, A., Serban,, V., Androne, M., Ciocan, G.A.& Zamfir, M. (2007). Metoda ŞERB - SITON pentru controlul, limitarea si amortizarea miscarilor seismice a structureilor metalice, A X-a ediţie a Zilelor academice timisene:Structuri metalice amplasate in zone seismice. Preocupari actuale..Search in Google Scholar

[6] Filip-Vacarescu, N., Stratan, A.& Dubina, D. (2014). Seismic Performance of Multistorey Steel Frames With Strain Hardening Friction Dampers - Part 1, Proceedings of the Romanian Academy, series A: Mathematics, Physics, Technical Sciences, Information Science, Vol. 2/2014, ISSN 1454-906.Search in Google Scholar

[7] Tudor, S., Gheorghe, G. & Danut, S. (2005). Magnetorheological fluids and dampers” (in Romanian), Bren Printing House, Bucuresti, ISBN 973-648-394-0.Search in Google Scholar

[8] SeismoStruct v7.0 (2002) [computer software] – SEISMOSOFT, http://seismosoft.com.Search in Google Scholar

[9] Clark, P., Aiken, I., Kasai, K., Ko, E.& Kimura, I. (1999). Design Procedures for Buildings Incorporating Hysteretic Damping Devices, Proceedings 68th Annual Convention, Structural Engineers Association of California, Sacramento, CA, 1999, 355–371, Santa Barbara, CaliforniaSearch in Google Scholar

[10] Bordea, S. (2010). Dual Frame Systems of Buckling Restrained Braces, PhD. Thesis, Universitatea POLITEHNICA din Timişoara Facultatea de Construcţii şi Arhitectură, Departamentul de Construcţii Metalice şi Mecanica Construcţiilor, ISBN 978-606-554-059-0.Search in Google Scholar

[11] ECCS.1985 Recommended Testing Procedures for Assessing the Behaviour of Structural Elements under Cyclic Loads, European Convention for Constructional Steelwork, Technical Committee 1, TWG 1.3 – Seismic Design, No.45, 1985Search in Google Scholar

[12] AISC, 2005, “Seismic Provisions for Structural Steel Buildings”. American Institute of Steel Construction, Inc. Chicago, Illinois, USA.Search in Google Scholar