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      The influences of equivalent viscous damping ratio determination on direct displacement-based design of un-bonded post-tensioned (UPT) concrete wall systems

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      https://www.riss.kr/link?id=A108418385

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      다국어 초록 (Multilingual Abstract)

      Recent years, direct displacement-based design (DDBD) procedure is proposed for the design of un-bonded posttensioned (UPT) concrete wall systems. In the DDBD procedure, the determination of the equivalent viscous damping (EVD) ratio is critical since...

      Recent years, direct displacement-based design (DDBD) procedure is proposed for the design of un-bonded posttensioned (UPT) concrete wall systems. In the DDBD procedure, the determination of the equivalent viscous damping (EVD) ratio is critical since it would influence the strength demand of the UPT wall systems. Nevertheless, the influence of EVD ratio determination of the UPT wall systems were not thoroughly evaluated. This study was aimed to investigate the influence of different EVD ratio determinations on the DDBD procedure of UPT wall systems. Case study structures with four, twelve and twenty storeys have been designed with DDBD procedure considering different EVD ratio determinations. Nonlinear time history analysis was performed to validate the design results of those UPT wall systems. And the simulation results showed that the global responses of the case study structures were influenced by the EVD ratio determination.

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      참고문헌 (Reference) 논문관계도

      1 Van der Meer, L. J., "UPT rectangular and flanged shear walls of high"strength CASIEL-TLM masonry : Experimental and numerical push-over analysis" 49 : 628-642, 2013

      2 Mander, J. B., "Theoretical stress-strain model for confined concrete" 114 (114): 1804-1826, 1988

      3 Nagae, T., "The 2010 E-defense shaking table test on four-story reinforced concrete and post-tensioned concrete buildings" 2010

      4 Huang, H. B., "Strain-based performance warning method for bridge main girders under variable operating conditions" 25 (25): 04020013-, 2020

      5 Zheng, X., "Stiffness estimation of girder bridges using influence lines identified from vehicle-induced structural responses" 147 (147): 04021042-, 2021

      6 Jacobsen, L. S., "Steady forced vibration as influenced by damping" 52 (52): 169-181, 1930

      7 Anqi Gu, "Simulation of shake‐table test for a two‐story low‐damage concrete wall building" Hindawi Limited 29 (29): 2022

      8 Erkmen, B., "Self-centering behavior of unbonded, post-tensioned precast concrete shear walls" 13 (13): 1047-1064, 2009

      9 Restrepo, J. I., "Seismic performance of self-centering structural walls incorporating energy dissipators" 133 (133): 1560-1570, 2007

      10 Holden, T., "Seismic performance of precast reinforced and prestressed concrete walls" 129 (129): 286-296, 2003

      1 Van der Meer, L. J., "UPT rectangular and flanged shear walls of high"strength CASIEL-TLM masonry : Experimental and numerical push-over analysis" 49 : 628-642, 2013

      2 Mander, J. B., "Theoretical stress-strain model for confined concrete" 114 (114): 1804-1826, 1988

      3 Nagae, T., "The 2010 E-defense shaking table test on four-story reinforced concrete and post-tensioned concrete buildings" 2010

      4 Huang, H. B., "Strain-based performance warning method for bridge main girders under variable operating conditions" 25 (25): 04020013-, 2020

      5 Zheng, X., "Stiffness estimation of girder bridges using influence lines identified from vehicle-induced structural responses" 147 (147): 04021042-, 2021

      6 Jacobsen, L. S., "Steady forced vibration as influenced by damping" 52 (52): 169-181, 1930

      7 Anqi Gu, "Simulation of shake‐table test for a two‐story low‐damage concrete wall building" Hindawi Limited 29 (29): 2022

      8 Erkmen, B., "Self-centering behavior of unbonded, post-tensioned precast concrete shear walls" 13 (13): 1047-1064, 2009

      9 Restrepo, J. I., "Seismic performance of self-centering structural walls incorporating energy dissipators" 133 (133): 1560-1570, 2007

      10 Holden, T., "Seismic performance of precast reinforced and prestressed concrete walls" 129 (129): 286-296, 2003

      11 Kurama, Y., "Seismic behavior and design of unbonded post-tensioned precast concrete walls" 44 (44): 72-89, 1999

      12 Pampanin, S., "PRESSS design handbook" New Zealand Concrete Society 2010

      13 Mazzoni, S., "OpenSees command language manual" 264 (264): 137-158, 2006

      14 Rosenblueth, E., "On a kind of hysteretic damping" 90 (90): 37-48, 1964

      15 Priestley, M. J. N., "New Zealand Conference on Earthquake Engineering" Auckland 2007

      16 Ancheta, T. D., "NGA-West2 database" 30 (30): 989-1005, 2014

      17 Priestley, M. N., "Myths and fallacies in earthquake engineering, revisited : The ninth mallet Milne lecture" IUSS press 2003

      18 L. Wiebe, "Mitigation of Higher Mode Effects in Base-Rocking Systems by Using Multiple Rocking Sections" Informa UK Limited 13 (13): 83-108, 2009

      19 Liu, R., "Improving post-tensioned rocking bridge columns for large and multiple earthquake events" 2018

      20 Gu, A., "Experimental study and parameter analysis on the seismic performance of self-centering hybrid reinforced concrete shear walls" 116 : 409-420, 2019

      21 Miranda, E., "Evaluation of the approximate methods to estimate maximum inelastic displacement demands" 31 (31): 539-560, 2002

      22 "European Standard EN (Eurocode 8 1998-1), Design of structures for earthquake resistance-part 1: general rules, seismic actions and rules for buildings"

      23 Carlos Andres Blandon, "EQUIVALENT VISCOUS DAMPING EQUATIONS FOR DIRECT DISPLACEMENT BASED DESIGN" Informa UK Limited 9 (9): 257-278, 2005

      24 D. Pennucci, "Displacement‐Based Design of Precast Walls with Additional Dampers" Informa UK Limited 13 (13): 40-65, 2009

      25 Priestley, M. N., "Direct displacement-based design of precast/prestressed concrete buildings" 47 (47): 66-79, 2002

      26 Smith, B. J., "Design and measured behavior of a hybrid precast concrete wall specimen for seismic regions" 137 (137): 1052-1062, 2011

      27 Luis Alberto Bedriñana, "Deformation and cyclic buckling capacity of external replaceable hysteretic dampers for unbonded post-tensioned precast concrete walls" Elsevier BV 235 : 112045-, 2021

      28 Jacobsen, L. S., "Damping in composite structures" 1960

      29 Watkins, J., "Computational modelling of a four storey post-tensioned concrete building subjected to shake table testing" 50 (50): 595-607, 2017

      30 PRC National Standard, "Code for seismic design of buildings" China Architecture & Building Press 2010

      31 PRC National Standard, "Code for design of concrete structures" China Architecture & Building Press 2010

      32 Pampanin, S., "Analytical modelling of the seismic behaviour of precast concrete frames designed with ductile connections" 5 (5): 329-367, 2001

      33 Perez, F. J., "Analytical and experimental lateral load behavior of unbonded posttensioned precast concrete walls" 133 (133): 1531-1540, 2007

      34 Rahman, M. A., "An evaluation of force"based design vs. direct displacement-based design of jointed precast post-tensioned wall systems" 5 (5): 285-296, 2006

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