A brace-type seismic damper based on yielding the walls of hollow structural sections

Engineering Structures

Volumn 32, Issue 4, 2010, Pages 1113-1122

  Benavent Climent, Amadeo ^a  

^a UNIVERSITY OF GRANADA   (Spain)

Author keywords

Earthquake resistant structure; Energy dissipation; Hysteretic damper; Metallic damper; Passive control

Indexed keywords

BUCKLING RESTRAINED BRACES; CONVENTIONAL STEEL; CYCLIC TESTS; EARTHQUAKE RESISTANT STRUCTURE; EARTHQUAKE RESISTANT STRUCTURES; ENERGY DISSIPATION CAPACITIES; HOLLOW SECTION; HOLLOW STRUCTURAL SECTIONS; HYSTERETIC DAMPER; LOWER COST; PASSIVE CONTROL; SEISMIC APPLICATION; SEISMIC DAMPERS; TEST RESULTS; ULTIMATE ENERGY DISSIPATION CAPACITY;

CONNECTORS (STRUCTURAL); EARTHQUAKE RESISTANCE; EARTHQUAKES; ELECTRON ENERGY LOSS SPECTROSCOPY; ENERGY DISSIPATION; ENERGY DISSIPATORS; HYSTERESIS; PASSIVE NETWORKS; PLATES (STRUCTURAL COMPONENTS); STIFFNESS; STRUCTURAL PANELS; TUBES (COMPONENTS); WALLS (STRUCTURAL PARTITIONS);

DAMPING;

CYCLIC LOADING; DAMPING; EARTHQUAKE ENGINEERING; SEISMIC DESIGN; WALL;

EID: 77649178586     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2009.12.037     Document Type: Article

References (27)

1. Wada A., Huang Y.H., and Iwata M. Passive damping technology for building in Japan. Prog Struct Eng Mater 2 3 (2000) 335-350
2. Symans M.D., Charney F.A., Whittaker A.S., Constantinou M.C., Kircher C.A., John M.W., et al. Energy dissipation systems for seismic applications: Current practice and recent developments. J Struct Eng 134 1 (2008) 3-21
3. Boardman P.R., Wood B.J., and Carr A.J. Union House-A cross braced structure with energy dissipaters. Bull New Zealand Nat Soc Earthq Eng 16 2 (1983) 63-75
4. Martines-Romero E. Experiences on the use of supplemental energy dissipaters on building structures. Earthq Spectra 9 3 (1993) 581-625
5. Perry C.L., Fierro E.A., Sedarat H., and Scholl R.E. Seismic upgrade in San Francisco using energy dissipation devices. Earthq Spectra 9 3 (1993) 559-579
6. Bergman DM, Goel SC. Evaluation of cyclic testing of steel plate devices for added damping and stiffness. Report no. UMCE87-10, Ann Arbor (MI, USA), The University of Michigan; 1987
7. Tsai K., Chen H., Hong C., and Su Y. Design of steel triangular plate energy absorbers for seismic-resistant construction. Earthq Spectra 9 3 (1993) 505-528
8. Kobori T, Miura Y, Fukusawa E, Yamada T, Arita T, Takenake Y. et al. Development and application of hysteresis steel dampers. In: Proceedings of 11th world conference on earthquake engineering; 1992. p. 2341-6
9. Chan R.W.K., and Albermani F. Experimental study of steel slit damper for passive energy dissipation. Eng Struct 30 4 (2008) 1058-1066
10. Oh S.H., Kim Y.J., and Ryuet H.S. Seismic performance of steel structures with slit dampers. Eng Struct 31 9 (2009) 1997-2008
11. Nakashima M., Iwai S., Iwata M., Takeuchi T., Konomi S., Akazawa T., et al. Energy dissipation behaviors of shear panels made of low yield steel. Earthq Eng Struct Dyn 23 (1994) 1299-1313
12. Iwata M., Kato T., and Wada A. Performance evaluation of buckling-restrained braces in damage-controlled structures. In: Mazzolani F. (Ed). Behavior of steel structures in seismic areas STESSA (2003) 37-43
13. Sabelli R., Mahin S., and Chang C. Seismic demands on steel braced frame buildings with buckling-restrained braces. Eng Struct 25 5 (2003) 655-666
14. Iwata M., and Murai M. Buckling-restrained brace using steel mortar planks: Performance evaluation as a hysteretic damper. Earthq Eng Struct Dyn 35 14 (2006) 1807-1826
15. Tremblay R., Bolduc P., Neville R., and Devall R. Seismic testing and performance of buckling-restrained bracing systems. Canad J Civil Eng 33 2 (2006) 183-198
16. Morino S., Kawaguchi J., and Shimokawa H. Hysteretic behavior of flat-bar braces. Proceedings of the international conference on advances in steel structures (1996), Pergamon Press, Hong Kong 1127-1132
17. Iami K, Yasui N, Umezu Y. Development of tube-in-tube type FLD bracing member (force-limiting device) and its impulsive analysis. In: Proceedings of the SSRC annual technical session and meeting. 1997 p. 515-33
18. Iwata M., Kato T., and Wada A. Buckling-restrained braces as hysteric dampers. In: Mazzolani F., and Tremblay R. (Eds). Behavior of steel structures in seismic areas STESSA (2000) 33-38
19. Benavent-Climent A. An energy-based damage model for seismic response of steel structures. Earthq Engng Struct Dyn 36 (2007) 1049-1064
20. Kato B, Akiyama H, Yamanouchi H. Predictable properties of structural steels subjected to incremental cyclic loading. In: IABSE symposium on resistance and ultimate deformability of structures acted on by well defined loads. 1973, p. 119-24
21. Manson SS. Behavior of materials under conditions of thermal stress. In: Heat Transfer Symposium. 1953, p. 9-15
22. Coffin L.F. A study on the effect of cyclic thermal stresses in ductile metals. Trans Amer Soc Mech Eng 76 (1954) 931-950
23. Miner M.A. Cumulative damage in fatigue. J Appl Mech 12 (1945) 159-164
24. Xia C., and Hanson R.D. Influence of ADAS element parameters on building seismic response. J Struct Eng 118 6 (1992) 1903-1918
25. de la Llera J., Esguerra C., and Almazan J.L. Earthquake behavior of structures with cooper energy dissipaters. Earthq Eng Struct Dyn 33 3 (2004) 329-358
26. Nakashima M., Akazawa T., and Tsuji B. Strain-hardening behavior of shear panels made of low-yield steel II Model. J Struct Eng 121 12 (1995) 1750-1757
27. Park Y.J., and Ang A.H.S. Mechanistic seismic damage model for reinforced concrete. J Struct Eng 111 4 (1985) 722-739