Seismic response of stainless steel braced frames

Journal of Constructional Steel Research

Volumn 64, Issue 7-8, 2008, Pages 914-925

  DiSarno, L ^a   Elnashai, A S ^b   Nethercot, D A ^c  

^a UNIVERSITY OF SANNIO   (Italy)

^b University of Illinois at Urbana Champaign   (United States)

^c IMPERIAL COLLEGE LONDON   (United Kingdom)

Author keywords

Braces; Capacity design; Dynamic analysis; Pushover; Seismic design; Stainless steel; Steel frames

Indexed keywords

CARBON STEEL; DYNAMIC ANALYSIS; PLASTIC DEFORMATION; SEISMIC DESIGN; SEISMIC RESPONSE; STAINLESS STEEL; STANDARDS;

AUGMENTED STRAIN HARDENING; CAPACITY DESIGN; PUSHOVER; STEEL FRAMES;

STRUCTURAL FRAMES;

EID: 42749085048     PISSN: 0143974X     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.jcsr.2008.01.027     Document Type: Article

References (22)

1. Aoki H. Establishment of design standards and current practice for stainless steel structural design in Japan. Journal of Constructional Steel Research 54 1 (2000) 191-210
2. Bruneau M., Uang C.M., and Whittaker A.S. Ductile design of steel structures (1998), McGraw Hill, New York (USA)
3. Burgan B.A., Baddoo N.R., and Gilsenan K.A. Structural design of stainless steel members: Comparisons between Eurocode 3 Part 1.4 and test results. Journal of Constructional Steel Research 54 1 (2000) 1289-1319
4. Di Sarno L., Elnashai A.S., and Nethercot D.A. Seismic performance of stainless steel frames. Journal of Constructional Steel Research 59 10 (2003) 1289-1319
5. Di Sarno L., Elnashai A.S., and Nethercot D.A. Seismic retrofitting of steel structures with stainless steel. Journal of Constructional Steel Research 62 1 (2006) 93-104
6. Elnashai A.S., and Elghazouli A.Y. Performance of composite steel/concrete members under earthquake loading. Part I: Analytical model. Earth Engineering & Structural Dynamics 22 4 (1993) 315-345
7. Eurocode 3. Design of steel buildings. Brussels: European Commission for Standardization (2006)
8. Eurocode 8. Design of structures for earthquake resistance. Brussels: European Commission for Standardization (2006)
9. Estrada I, Real E, Mirambell E. A new developed expression to determine more realistically the shear buckling stress in steel plate structures. In: Proceedings of the international colloquium on stability and ductility of steel structures. 2006 CD-ROM
10. Federal Emergency Management Agency. State of Art Report on past performance of steel moment frame buildings in earthquakes. Report no. FEMA 355E. Washington (DC, USA). 2000
11. Gardner L. The use of stainless steel in structures. Journal of Progress in Structural Engineering and Materials 7 2 (2005) 45-55
12. Hughes T.J.R. The finite element method, linear static and dynamic finite element analysis (1987), Prentice-Hall
13. Izzuddin BA, Elnashai AS. ADAPT-IC, a program for the adaptive large displacement elasto-plastic dynamic analysis of steel, concrete and composite frames. ESEE research report no. 7-89. London (UK): Imperial College; 1989
14. Johansson B., and Olsson A. Current design practice and research on stainless steel structures in Sweden. Journal of Constructional Steel Research 54 1 (2000) 3-29
15. Mahin S.A. Lessons from damage to steel buildings during the Northridge earthquake. Engineering Structures 20 4 (1998) 261-270
16. Popov E.P., and Petersson H. Cyclic metal plasticity: Experiments and theory. Journal of Engineering Mechanics Division 104 EM6 (1978) 1371-1388
17. Rosenblueth E., Ruiz S.E., and Thiel C.C. The Michoacan earthquake: Collected papers published in earthquake spectra Volumes 4 and 5 (1988, 1989), Earthquake Engineering Research Institute, El Cerrito, California
18. Seismology Committee Structural Engineers Association of California. Recommended lateral force requirements and commentary. 7th edition. California. 1999
19. Somerville P, Smith N, Punyamurthula S, Sun J. Development of ground motion time histories for Phase-2 of the FEMA/SAC steel project. Report no. SAC/BD-97-04. Sacramento (CA, USA). 1997
20. Tomizawa T, Shimizu M, Ikarashi K. Post-buckling of thin web plate under cyclic shear loading. In: Proceedings of the 5th international conference on behaviour of steel structures in seismic areas. 2006. p. 271-6
21. Watanabe E., Sugiura K., Nagata K., and Kitane Y. Performances and damages to steel structures during 1995 Hyogoken-Nanbu earthquake. Engineering Structures 20 4-6 (1998) 282-290
22. Zhu T.J., Heidebrecht A.C., and Tso W.K. Effect of peak ground acceleration to velocity ratio on the ductility demand of inelastic systems. Earth Engineering & Structural Dynamics 16 1 (1988) 63-79