Investigating the Effect of Viscous Damper on Seismic Behavior of Steel Dual Frames with Divergent Bracing Affected by Near and Far Fields Earthquake to Fault
Downloads
Current study is sought to study the effect of linear and nonlinear liquid viscous dampers on steel frames having dual systems of bending frame and divergent bracing. These frames were first designed according to regulations of Iran's 2800 standard and tenth chapter of national regulations of construction (planning and performing steel construction) through equivalent static method then frames were modelled again in non-linear analysis software and time history non-linear analyses were done on them with installing viscous dampers on these frames using recorded near and far faults. In this study the effect of viscous dampers will be investigated on seismic behaviour of mentioned frames and results will be proposed in form of maximum graphs of relative displacements, stories lateral displacements, base shear maximum, waste energy graphs and dampers' force-displacements. All non-linear analyses have been done in PERFORM-3D software.
[2] Buildings plan against earthquake regulations (2800 standard Iran), Third edition, Institute of standards and industrial research of Iran, 2005.
[3] UBC, Uniform Building Code, Volume 2 , Structure Engineering Design Provision, 1997.
[4] Whittaker, A. S., I. D. Aiken, D. Bergman, P. W. Clark, J. Cohen, J. M. Kelly, and R. E. Scholl. "Code requirements for the design and implementation of passive energy dissipation systems." In Proc., of ATC 17-l Seminar on Seismic Isolation, Passive Energy Dissipation, and Active Control, vol. 2, pp. 497-508. 1993.
[5] The tenth issue of National Building Regulations, (Design and construction of steel buildings), Department of Housing and Urban Development, 2008.
[6] Computer and Structure Inc., ETABS. "Linear and nonlinear static and dynamic analysis and design of building systems", Computer and Structure Inc., Berkeley, Calif, 2004.
[7] FEMA, Prestandard. "Commentary for the seismic rehabilitation of buildings." FEMA-356, Federal Emergency Management Agency, Washington, DC (2000).
[8] M.C. Constantinou and M.D. Symans, "'Experimental and Analytical Investigation of Seismic Response of Structures with Supplemental Fluid Viscous Dampers”, Report No.NCEER-92-0032, National Center for Earthquake Engineering Research, Buffalo, New York, 1992.
[9] N. Makris and M.C. Constantinou, "Spring-viscous Damper Systems for Combined Seismic and Vibration Isolation”, Earthquake Engrg. Struct. Dyn.,21 (8), 649-664 (1992).
[10] Graham, P. "PERFORM-3D ver 5”. Computer and Structure Inc, (2010).
[11] Hamid Reza Ashrafi, Amir Mohammad Amiri, Soroush Dadgar, Peyman Beiranvand,” Studying the effects of earthquakes near and far fault region on seismic behavior of dual frame equipped with viscous damper”, JVE INTERNATIONAL LTD. VIBROENGINEERING PROCEDIA, OCT 2016, VOL. 9.pp,23-28.
- authors retain all copyrights - authors will not be forced to sign any copyright transfer agreements
- permission of re-useThis work (including HTML and PDF Files) is licensed under a Creative Commons Attribution 4.0 International License.
