Pure aluminium shear panels as dissipative devices in moment-resisting steel frames

Earthquake Engineering and Structural Dynamics

Volumn 36, Issue 7, 2007, Pages 841-859

  De Matteis, G ^a,b   Mazzolani, F M ^b   Panico, S ^b  

^a UNIVERSITY OF CHIETI   (Italy)

^b UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Energy dissipation; Pure aluminium; Seismic devices; Seismic passive control; Shear panels; Steel frames

Indexed keywords

ALUMINUM; ENERGY DISSIPATION; SEISMIC RESPONSE; STIFFNESS; STRUCTURAL FRAMES;

MOMENT-RESISTING FRAMES; SEISMIC PASSIVE CONTROL; SHEAR PANELS;

STEEL STRUCTURES;

ALUMINUM; DUCTILITY; DYNAMIC ANALYSIS; EFFICIENCY MEASUREMENT; ENERGY DISSIPATION; PERFORMANCE ASSESSMENT; SEISMIC DESIGN; SHEAR STRENGTH; STEEL STRUCTURE; STIFFNESS; YIELD RESPONSE;

EID: 34249109061     PISSN: 00988847     EISSN: 10969845     Source Type: Journal    
DOI: 10.1002/eqe.656     Document Type: Article

References (21)

1. Miller C J, Serag AE. Dynamic response of infilled multi-storey steel frames. Proceedings of the 4th International Special Conference on Cold-formed Steel Structures, Missouri-Rolla, 1978; 557-586.
2. De Matteis G. Effect of lightweight cladding panels on the seismic performance of moment resisting steel frames. Engineering Structures 2005; 27: 1662-1676.
3. Nakagawa S, Kihara H, Torii S, Nakata Y, Matsuoka Y, Fujisawa K, Fukuda K. Hysteretic behaviour of low yield strength steel panel shear walls: experimental investigation. Proceedings of the 11th WCEE, Elsevier, CD-ROM, Paper No. 171, 1996.
4. Nakashima M, Iwai S, Iwata M, Takeuchi T, Konomi S, Akazawa T, Saburi K. Energy dissipation behaviour of shear panels made of low yield steel. Earthquake Engineering and Structural Dynamics 1994; 23: 1299-1313.
5. Nakashima M. Strain-hardening behaviour of shear panel made of low yield steel. I: Test. Journal of Structural Engineering 1995; 121 (12):1742-1749.
6. Tanaka K, Torii T, Sasaki Y, Miyama T, Kawai H, Iwata M, Wada A. Practical application of damage tolerant structures with seismic control panel using low yield point steel to a high-rise steel building. Proceedings of the Structural Engineering World Wide, Elsevier, Paper T190-4-CD-ROM, 1998.
7. Katayama T, Ito S, Kamura H, Ueki T, Okamoto H. Experimental study on hysteretic damper with low yield strength steel under dynamic loading. Proceedings of 12th WCEE, New Zeland, CD-ROM, Paper No. 1020, 2000.
8. De Matteis G, Landolfo R, Mazzolani FM. Seismic response of MR steel frames with low-yield steel shear panels. Engineering Structures - The Journal of Earthquake Wind and Ocean Engineering 2003; 25: 155-168.
9. Rai DC, Wallace BJ. Aluminium shear-link for enhanced seismic performance. Journal of Earthquake Engineering and Structural Dynamics 1998; 27: 315-342.
10. Rai DC, Wallace BJ. Aluminium shear-link for seismic energy dissipation. Proceedings of the 12th World Conference on Earthquake Engineering, Auckland, New Zealand, Paper No. 0279 on CD-ROM, January 30-February 4, 2000.
11. Foti D, Diaferio M. Shear panels for seismic protection of buildings. Structural Dynamics - EURODYN'99. Balkema: Rotterdam, 1999.
12. Rai DC. Inelastic cyclic buckling of aluminium shear panels. Journal of Engineering Mechanics 2002; 128(11): 1233-1237.
13. De Matteis G, Mazzolani FM, Panico S. Pure aluminium shear panels as passive control system for seismic protection of steel moment resisting frames. Proceedings of the 4th STESSA Conference (Behaviour of Steel Structures in Seismic Areas), Naples, Italy, 2003; 599-607.
14. Driver RG, Kulak GL, Elwi AE, Kennedy DJL. FE and simplified models of steel plate shear wall. Journal of Structural Engineering (ASCE) 1998; 124 (2):121-130.
15. Lubell S, Prion HGL, Ventura CE, Rezai M. Unstiffened steel plate shear wall performance under cyclic loading. Journal of Structural Engineering 2000; 126 (4): 453-460.
16. De Matteis G, Formisano A, Mazzolani FM, Panico S. Design of low-yield metal shear panels for energy dissipation, Improvement of Buildings' Structural Quality by New Technologies. Balkema: London, 2005; 665-676.
17. De Matteis G, Panico S, Mazzolani FM. Experimental tests on stiffened aluminium shear panels. In Progress in Steel, Composite and Aluminium Structures, Giezejowski MA, Kozlowski A, Sleczka L, Ziolko J (eds). Taylor & Francis: Great Britain, ISBN10 0-415-40120-8 (CD-ROM).
18. ENV 1998-1-1. Eurocode 8: Design provisions for earthquake resistance of structures. CEN 1994.
19. FEMA 350. Seismic design criteria for new moment-resisting steel frame construction. Report No. 350, Federal Emergency Management Agency, 2001.
20. Trifunac MD, Brady AG. A study on the duration of earthquake ground motion. Bulletin of the Seismic Society of America 1975; 65: 581-626.
21. FEMA 273. Guidelines for the seismic rehabilitation of buildings. Report No. 273, Federal Emergency Management Agency, 1997.