Browse > Article
http://dx.doi.org/10.12989/scs.2014.16.5.533

Seismic behavior of special moment-resisting frames with energy dissipating devices under near source ground motions  

Bayat, Mahmoud (Young Researchers and Elites club, Science and Research Branch, Islamic Azad University)
Bayat, Mahdi (Young Researchers and Elites Club, Mashhad Branch, Islamic Azad University)
Publication Information
Steel and Composite Structures / v.16, no.5, 2014 , pp. 533-557 More about this Journal
Abstract
In this study, the performances of the SMRF building equipped with energy dissipating devices are studied. Three types of these structures with different heights are considered. The Added Damping and Stiffness (ADAS) devices are used as energy dissipating devices in these structures. The behavior of these structures with ADAS devices subjected to near source ground motions are investigated. Three SMRF buildings with five, ten and fifteen-story, with ADAS devices were chosen. The nonlinear time history analysis was used by applying the near source ground motions with PERFORM 3D.V4 and conclusions are drawn upon an energy criterion. The effect of PGA variation and height of the frames are also considered based on the energy criterion.
Keywords
Yielding Dampers (ADAS); SMRF frame; energy dissipation devices; near source ground motion;
Citations & Related Records
Times Cited By KSCI : 3  (Citation Analysis)
연도 인용수 순위
1 Aguirre, M. and Sanchez, A.R. (1992), "Structural seismic damper", J. Struct. Eng., ASCE, 118(5), 1158-1171.   DOI
2 Apostolakis, G. and Dargush, G. (2010), "Optimal seismic design of moment resisting steel frames with hysteretic passive devices", Earthq. Eng. Struct. Dyn., 39(4), 355-376.
3 Baker, J.W. (2007), "Quantitative classification of near-fault ground motions using wavelet analysis", Bulletin of the Seismological Society of America, 97(5), 1486-1501.   DOI   ScienceOn
4 Barron, R. and Ayala, A.G. (2013), An Energy-Based Design Method for Buildings with Supplemental Damping and Nonlinear Behavior, Seismic Behaviour and Design of Irregular and Complex Civil Structures, Springer, 297-307.
5 Bayat, M. and Abdollahzadeh, G.R. (2011a), "Analysis of the steel braced frames equipped with ADAS devices under the far field records", Latin American Journal of Solids and Structures, 8(2), 163-181.   DOI
6 Bayat, M. and Abdollahzadeh, G.R. (2011b), "On the effect of the near field records on the steel braced frames equipped with energy dissipating devices", Latin American Journal of Solids and Structures, 8(4), 429-443.   DOI
7 Bergman, D.M. and Goel, S.C. (1987), "Evaluation of cyclic testing of steel-plate device for added dampingand stiffness", University of Michigan, Ann Arbor, MI, USA.
8 Brown, P., Aiken, I.D. and Jafarzadeh, F.J. (2001), Seismic Retrofit of the Wallace F. Bennett Federal Building, Modern Steel Construction, AISC, Chicago, IL, USA.
9 Constantinou, M.C. and Symans, M.D. (1993), "Seismic response of structures with supplemental damping", Struct. Des. Tall Build., 2(2), 77-92.   DOI   ScienceOn
10 Erfani, S., Babazadeh Naseri, A. and Akrami, V. (2012), "The beneficial effects of beam web opening in Seismic behavior of steel moment frames", Steel Compos. Struct., Int. J., 13(1), 35-46.   DOI
11 Longo, A., Montuori, R. and Piluso, V. (2012b), "Failure mode control and seismic response of dissipative truss moment frames", J. Struct. Eng., 138(11), 1388-1397.   DOI
12 FEMA 273 (1997), NEHRP Guidelines and Commentary for the Seismic Rehabilitation of Buildings, Report FEMA 273 (Guidelines), Federal Emergency Management Agency, Washington, D.C., USA.
13 Monti, M.D. and Robinson, W.H. (1996), "A lead shear damper suitable for reducing the motion induced by earthquake and wind", Eleventh Worm Conference on Earthquake Engineering.
14 Kelly, J.M., Skinner, R.I. and Heine, A.J. (1972), "Mechanisms of energy absorption in special devices for use in earthquake resistant structures", Bulletin of New Zealand National Society for Earthquake Engineering, 5(3), 63-88.
15 Longo, A., Montuori, R. and Piluso, V. (2012a), "Theory of plastic mechanism control of dissipative truss moment frames", Eng. Struct., 37, 63-75.   DOI   ScienceOn
16 Martinez-Romero, E. (1993), "Experiences on the use of supplemental energy dissipators on building structures", Earthq. Spectra, 9(3), 581-624.   DOI   ScienceOn
17 Moreschi, L.M. (2000), "Seismic design of energy dissipation systems for optimal structural performance", Ph.D. Thesis, Virginia Polytechnic Institute and State University, Blacksburg, VA, USA.
18 Parulekar, Y., Reddy, G., Vaze, K., Ghosh, A., Kushwaha, H. and Babu, R.R. (2009), "Seismic response analysis of RCC structure with yielding dampers using linearization techniques", Nucl. Eng. Des., 239(12), 3054-3061.   DOI   ScienceOn
19 PERFORM 3D.V4, Analysis software, RAM International, L.L.C., University of California.
20 Ponzo, F.C., Di Cesare, A., Nigro, D., Vulcano, A., Mazza, F., Dolce, M. and Moroni, C. (2012), "JET-PACS project: Dynamic experimental tests and numerical results obtained for a steel frame equipped with hysteretic damped chevron braces", J. Earthq. Eng., 16(5), 662-685.   DOI
21 Skinner, R.I., Kelly, J.M. and Heine, A.J. (1975), "Hysteresis dampers for earthquake resistant structures", Earthq. Eng. Struct. Dyn., 3(3), 287-296.
22 Rai, D.C., Annam, P.K. and Pradhan, T. (2013), "Seismic testing of steel braced frames with aluminum shear yielding dampers", Eng. Struct., 46, 737-747.   DOI   ScienceOn
23 Reyes-Salazar, A., Soto-Lopeza, M.E., Bojorquez-Mora, E. and Lopez-Barraza, A. (2012), "Effect of modeling assumptions on the Seismic behavior of steel buildings with perimeter moment frames", Struct. Eng. Mech., Int. J., 41(2), 183-204.   DOI
24 Shih, M.H. and Sung, W.P. (2005), "A model for hysteretic behavior of rhombic low yield strength steel added damping and stiffness", Comput. Struct., 83(12-13), 895-908.   DOI   ScienceOn
25 Whittaker, A.S., Bertero, V.V., Alonso, L.J. and Thompson, C.L. (1989), "Earthquake simulator testing of steel plate added damping and stiffness elements", Report UCB/EERC-89/02, University of California, Berkeley, CA, USA.
26 Whittaker, A.S., Bertero, V.V., Thompson, C.L. and Alonso, L.J. (1991), "Seismic testing of steel plate energy dissipation devices", Earthq. Spectra, 7(4), 563-604.   DOI
27 Uniform Building Code (1997).
28 Zahrai, S.M. and Jalali, M. (2014), "Experimental and analytical investigations on Seismic behavior of ductile steel knee braced frames", Steel Compos. Struct., Int. J., 16(1), 1-21.   DOI   ScienceOn
29 Symans, M.D., Charney, F.A., Whittaker, A.S., Constantinou, M.C., Kircher, C.A., Johnson, M.W. and McNamara, R.J. (2008), "Energy dissipation systems for seismic applications: Current practice and recent developments", J. Struct. Eng., 134(1), 0733-9445.
30 Pong, W., Lee, Z., Tsai, C.S. and Chen, B.J. (2009), "Heuristic design procedure for structures with displacement dependent damping devices", Eng. Comput., 26(4), 347-359.   DOI   ScienceOn