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      KCI등재후보 SCIE SCOPUS

      Towards optimal slip force and stiffness distribution in designing friction dampers

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      https://www.riss.kr/link?id=A107804419

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      다국어 초록 (Multilingual Abstract)

      The considerable capacity of friction dampers in energy dissipation makes them a good choice for vibration control of structures. The slip force of friction dampers and also the stiffness of the corresponding bracing system are the major parameters th...

      The considerable capacity of friction dampers in energy dissipation makes them a good choice for vibration control of structures. The slip force of friction dampers and also the stiffness of the corresponding bracing system are the major parameters that must be chosen carefully in the design procedure of these dampers. This paper presents an innovative approach to determine these parameters using the data extracted from a series of analyses conducted on three different structures, subjected to five different earthquake records. For this purpose, 900 time-history analyses are conducted. The responses extracted from these analyses are used to compare the effect of different slip forces and to choose the optimum case. Also, a stiffness calibration method is proposed to determine the bracing system stiffness. Finally, two multi-functional optimization methods are introduced to find a single value for optimal slip force. It is shown that between 56 to 74% of the input energy can be dissipated by friction dampers, using this design approach. Additionally, up to 20, 45, 64, and 62% reductions in maximum displacement, velocity, acceleration, and base shear are achieved respectively for the structures studied in this research.

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      참고문헌 (Reference)

      1 Seyed Mehdi Zahrai, "Using friction dampers in retrofitting a steel structure with masonry infill panels" 국제구조공학회 19 (19): 309-325, 2015

      2 Nims, D. K., "The use of the energy dissipating restraint for seismic hazard mitigation" 9 (9): 467-489, 1993

      3 Hasan Özkaynak, "The effects of special metallic dampers on the seismic behavior of a vulnerable RC frame" 국제구조공학회 61 (61): 483-496, 2017

      4 Martínez, C. A., "Testing and performance of a new friction damper for seismic vibration control" 399 : 60-74, 2017

      5 Vanmarcke, E. H., "Strong-motion duration and RMS amplitude of earthquake records" 70 (70): 1293-1307, 1980

      6 Lai, S. S. P., "Statistical characterization of strong ground motions using power spectral density function" 72 (72): 259-274, 1982

      7 "Standard 2800, Iranian Code of Practice for Seismic Resistant Design of Buildings, Permanent Committee of Revising the Code of Practice for Seismic resistant Design of Buildings"

      8 Fitzgerald, T., "Slotted bolted connections in aseismic design for concentrically braced connections" 5 (5): 383-391, 1989

      9 Grigorian, C. E., "Slotted bolted connection energy dissipators" 9 (9): 491-504, 1993

      10 Nabid, N., "Simplified method for optimal design of friction damper slip loads by considering near-field and far-field ground motions" 1-25, 2019

      1 Seyed Mehdi Zahrai, "Using friction dampers in retrofitting a steel structure with masonry infill panels" 국제구조공학회 19 (19): 309-325, 2015

      2 Nims, D. K., "The use of the energy dissipating restraint for seismic hazard mitigation" 9 (9): 467-489, 1993

      3 Hasan Özkaynak, "The effects of special metallic dampers on the seismic behavior of a vulnerable RC frame" 국제구조공학회 61 (61): 483-496, 2017

      4 Martínez, C. A., "Testing and performance of a new friction damper for seismic vibration control" 399 : 60-74, 2017

      5 Vanmarcke, E. H., "Strong-motion duration and RMS amplitude of earthquake records" 70 (70): 1293-1307, 1980

      6 Lai, S. S. P., "Statistical characterization of strong ground motions using power spectral density function" 72 (72): 259-274, 1982

      7 "Standard 2800, Iranian Code of Practice for Seismic Resistant Design of Buildings, Permanent Committee of Revising the Code of Practice for Seismic resistant Design of Buildings"

      8 Fitzgerald, T., "Slotted bolted connections in aseismic design for concentrically braced connections" 5 (5): 383-391, 1989

      9 Grigorian, C. E., "Slotted bolted connection energy dissipators" 9 (9): 491-504, 1993

      10 Nabid, N., "Simplified method for optimal design of friction damper slip loads by considering near-field and far-field ground motions" 1-25, 2019

      11 Qiang Zhou, "Shaking tables test and numerical analysis of a combined energy dissipation system with metallic yield dampers and oil dampers" 국제구조공학회 17 (17): 187-203, 2004

      12 Pouya Mostoufi Afshar, "Seismic retrofit of steel buildings using external resistant RC walls and friction dampers" 국제구조공학회 76 (76): 823-837, 2020

      13 C. L. Ng, "Seismic response control of a building complex utilizing passive friction damper: Analytical study" 국제구조공학회 22 (22): 85-105, 2006

      14 Ng, C. L., "Seismic response control of a building complex utilizing passive friction damper : experimental investigation" 35 (35): 657-677, 2006

      15 Filiatrault, A., "Seismic design spectra for friction-damped structures" 116 (116): 1334-1355, 1990

      16 Filiatrault, A., "Seismic design of friction damped braced steel plane frames by energy methods" University of British Columbia 1988

      17 Pall, A. S., "Response of friction damped braced frames" 108 (108): 1313-1323, 1982

      18 Latour, M., "Removable friction dampers for low-damage steel beam-to-column joints" 115 : 66-81, 2018

      19 Ontiveros-Pérez, S. P., "Reliability-based optimum design of passive friction dampers in buildings in seismic regions" 190 : 276-284, 2019

      20 Filiatrault, A., "Performance evaluation of friction damped braced steel frames under simulated earthquake loads" 3 (3): 57-78, 1987

      21 Quintana, H. C., "Optimum performance of structural control with friction dampers" 172 : 154-162, 2018

      22 Barzegar, V., "Numerical evaluation of a novel passive variable friction damper for vibration mitigation" 220 : 110920-, 2020

      23 Lee, C. H., "Numerical and experimental analysis of combined behavior of shear-type friction damper and non-uniform strip damper for multi-level seismic protection" 114 : 75-92, 2016

      24 Connor, J. J., "Introduction to Structural Motion Control" Prentice Hall Pearson Education 2003

      25 Pall, A. S., "Friction joints for seismic control of large panel structures" 25 (25): 38-61, 1980

      26 Latour, M., "Experimental analysis of beam-to-column joints equipped with sprayed aluminium friction dampers" 146 : 33-48, 2018

      27 J. Vaseghi Amiri, "Evaluation of performance of eccentric braced frame with friction damper" 국제구조공학회 39 (39): 717-732, 2011

      28 Aiken, I.D., "Earthquake simulator testing and analytical studies of two energy-absorbing systems for multi story structures" Earthquake Engineering Research Center, College of Engineering, University of California at Berkeley 1992

      29 Qu, W. L., "Dynamic analysis of wind-excited truss tower with friction dampers" 79 (79): 2817-2831, 2001

      30 Garini, E., "Destructiveness of earthquake ground motions: “Intensity Measures” versus sliding displacement" 2012

      31 Moreschi, L., "Design of yielding metallic and friction dampers for optimal seismic performance" 32 (32): 1291-1311, 2003

      32 Francavilla, A. B., "Design criteria for beam-to-column connections equipped with friction devices" 172 : 106240-, 2020

      33 Taiyari, F., "Damagebased optimal design of friction dampers in multistory chevron braced steel frames" 119 : 11-20, 2019

      34 Mohammadi, R. K., "Comparison between uniform deformation method and Genetic Algorithm for optimizing mechanical properties of dampers" 1 (1): 1-10, 2018

      35 Zahrai, S. M., "Application of friction pendulum damper in braced frames and its effects on structural response" 6 (6): 487-, 2014

      36 Lee, S. H., "Allocation and slip load of friction dampers for a seismically excited building structure based on storey shear force distribution" 30 (30): 930-940, 2008

      37 Nabid, N., "A practical method for optimum seismic design of friction wall dampers" 33 (33): 1033-1052, 2017

      38 Monir, H. S., "A modified friction damper for diagonal bracing of structures" 87 : 17-30, 2013

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      2016 1.12 0.62 0.94
      KCIF(4년) KCIF(5년) 중심성지수(3년) 즉시성지수
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