Low yield metal shear panels as an alternative for the seismic upgrading of concrete structures

Advances in Engineering Software

Volumn 38, Issue 8-9, 2007, Pages 626-636

  Mistakidis, E S ^a   De Matteis, G ^b   Formisano, A ^c  

^a Laboratory of Structural Analysis and Design   (Greece)

^b UNIVERSITY OF CHIETI   (Italy)

^c UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

Low yield steel; Performance based design; Reinforced concrete structures; Seismic retrofitting; Shear panels

Indexed keywords

COMPUTER AIDED ENGINEERING; CONCRETE CONSTRUCTION; FINITE ELEMENT METHOD; RETROFITTING; SEISMIC DESIGN; STEEL STRUCTURES;

LOW YIELD STEEL; PERFORMANCE BASED DESIGN; REINFORCED CONCRETE STRUCTURES; SEISMIC RETROFITTING; SHEAR PANELS;

STRUCTURAL PANELS;

EID: 33947503702     PISSN: 09659978     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.advengsoft.2006.08.043     Document Type: Article

References (15)

1. Nakagawa S., Kihara H., Torii S., Nakata Y., Matsuoka Y., Fujisawa K., et al. Hysteretic behavior of low yield strength steel panel shear walls: experimental investigation. Proceedings of the 11th WCEE (1996), Elsevier 171
2. Nakashima M., Iwai S., Iwata M., Takeuchi T., Konomi S., Akazawa T., et al. Energy dissipation behaviour of shear panels made of low yield steel. Earthquake Eng Struct Dyn 23 (1994) 1299-1313
3. De Matteis G., Mazzolani F., and Panico S. Pure aluminium shear panels as dissipative control system for seismic protection of steel moment resisting frames. In: Mazzolani F. (Ed). Proceedings of the behaviour of steel structures in seismic areas (STESSA 2003) (2003), Balkema, The Netherlands 609-614
4. De Matteis G., Landolfo R., and Mazzolani F. Seismic response of mr steel frames with low-yield steel shear panels. J Struct Eng 25 (2003) 155-168
5. De Matteis G., and Mistakidis E. Seismic retrofitting of moment resisting frames using low yield steel panels as shear walls. In: Mazzolani F. (Ed). Proceedings of the behaviour of steel structures in seismic areas (STESSA 2003) (2003), Balkema, The Netherlands 677-682
6. Tanaka K., Torii T., Sasaki Y., Miyama T., Kawai H., Iwata M., et al. Practical application of damage tolerant structures with seismic control panel using low yield point steel to a high-rise steel building. Proceedings of structural engineering World wide (1998), Elsevier cD-ROM paper T190-4
7. Robinson K., and Ames D. Steel plate shear walls: library seismic upgrade. Mod Steel Construct January (2000) 56-60
8. Driver R., and Grondin G. Shear walls now performing on the main stage. Mod Steel Construct September (2001)
9. Kulak G., Kennedy D., Driver R., and Medhekar M. Steel plate shear walls-an overview. Eng J 38 (2001) 56-60
10. FEMA 356. Prestandard and commentary for the seismic rehabilitation of buildings, Washington, DC, 2000.
11. Sabouri-Ghomi S., Ventura, and Kharrazi M. Shear analysis and design of ductile steel plate walls. In: Topping B.H.V., and Mota Soares C.A. (Eds). Behaviour of steel structures in seismic areas (STESSA 2003) (2003), Balkema, The Netherlands 189-195
12. De Matteis G, Mazzolani FM, Panico S. Pure aluminium shear panels as dissipative devices in moment-resisting steel frames. Earthquake Eng Struct Dyn, in press. doi:10.1002/eqe.656.
13. Commission of the European Communities, Eurocode 3 - Part 1.5: Plated structural elements, European Committee for Standardisation, 1993.
14. Hibbitt, Karlsson, S. Inc., ABAQUS/Standard, version 6.4-1, Patwtucket, USA, 2003.
15. Seismic Intervention Regulations for Concrete Buildings, Greek Seismic Planning and Protection Organization, Athens, 2004.