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      KCI등재 SCIE SCOPUS

      Seismic Analysis on Recycled Aggregate Concrete Frame Considering Strain Rate Effect

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      https://www.riss.kr/link?id=A102086889

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      다국어 초록 (Multilingual Abstract)

      The nonlinear behaviors of recycled aggregate concrete (RAC) frame structure are investigated by numerical simulation method with 3-D finite fiber elements. The dynamic characteristics and the seismic performance of the RAC frame structure are analyzed and validated with the shaking table test results. Specifically, the natural frequency and the typical responses (e.g., storey deformation, capacity curve, etc.) from Model 1 (exclusion of strain rate effect) and Model 2 (inclusion of strain rate effect) are analyzed and compared. It is revealed that Model 2 is more likely to provide a better match between the numerical simulation and the shaking table test as key attributes of seismic behaviors of the frame structure are captured by this model. For the purpose to examine how seismic behaviors of the RAC frame structure vary under different strain rates in a real seismic situation, a numerical simulation is performed by varying the strain rate. The storey displacement response and the base shear for the RAC frame structure under different strain rates are investigated and analyzed. It is implied that the structural behavior of the RAC frame structure is significantly influenced by the strain rate effect. On one hand, the storey displacements vary slightly in the trend of decreasing with the increasing strain rate. On the other hand, the base shear of the RAC frame structure under dynamic loading conditions increases with gradually increasing amplitude of the strain rate.
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      The nonlinear behaviors of recycled aggregate concrete (RAC) frame structure are investigated by numerical simulation method with 3-D finite fiber elements. The dynamic characteristics and the seismic performance of the RAC frame structure are analyze...

      The nonlinear behaviors of recycled aggregate concrete (RAC) frame structure are investigated by numerical simulation method with 3-D finite fiber elements. The dynamic characteristics and the seismic performance of the RAC frame structure are analyzed and validated with the shaking table test results. Specifically, the natural frequency and the typical responses (e.g., storey deformation, capacity curve, etc.) from Model 1 (exclusion of strain rate effect) and Model 2 (inclusion of strain rate effect) are analyzed and compared. It is revealed that Model 2 is more likely to provide a better match between the numerical simulation and the shaking table test as key attributes of seismic behaviors of the frame structure are captured by this model. For the purpose to examine how seismic behaviors of the RAC frame structure vary under different strain rates in a real seismic situation, a numerical simulation is performed by varying the strain rate. The storey displacement response and the base shear for the RAC frame structure under different strain rates are investigated and analyzed. It is implied that the structural behavior of the RAC frame structure is significantly influenced by the strain rate effect. On one hand, the storey displacements vary slightly in the trend of decreasing with the increasing strain rate. On the other hand, the base shear of the RAC frame structure under dynamic loading conditions increases with gradually increasing amplitude of the strain rate.

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      목차 (Table of Contents)

      • Abstract
      • 1. Introduction
      • 2. Strain Rate-Dependent Material Model
      • 3. Numerical Modelling of RAC Frame Structure
      • 4. Seismic Analysis of RAC Frame Structure
      • Abstract
      • 1. Introduction
      • 2. Strain Rate-Dependent Material Model
      • 3. Numerical Modelling of RAC Frame Structure
      • 4. Seismic Analysis of RAC Frame Structure
      • 5. Parameter Study for Varying Strain Rate
      • 6. Summary and Conclusions
      • References
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      참고문헌 (Reference)

      1 Restrepo-Posada, J. I., "Variables affecting cyclic behavior of reinforcing steel" ASCE 120 (120): 3178-3196, 1994

      2 Norris, C. H., "Structural design for dynamic loads" McGraw-Hill 1959

      3 Scott, B. D., "Stress–strain behavior of concrete confined by overlapping hoops at low and high strain rates" 79 (79): 13-27, 1982

      4 Atchley, B. L., "Strength and energyabsorption capabilities of plain concrete under dynamic and static loading" 64 (64): 745-756, 1967

      5 Cadoni, E., "Strain-rate effect on the tensile behaviour of concrete at different relative humidity levels" 235 (235): 21-26, 2001

      6 Pandey, A. K., "Strain rate model for dynamic analysis of reinforced concrete structures" ASCE 132 (132): 1393-1401, 2006

      7 Chang, K. C., "Strain rate effect on structural steel under cyclic loading" ASCE 113 (113): 1292-1301, 1987

      8 Soroushian, P., "Steel mechanical properties at different strain rates" ASCE 113 (113): 663-672, 1987

      9 Cotsovos, D. M., "Simplified FE model for RC structures under earthquakes" 159 : 87-102, 2006

      10 Xiao, J. Z., "Shear transfer across a crack in recycled aggregate concrete" 42 (42): 700-709, 2012

      1 Restrepo-Posada, J. I., "Variables affecting cyclic behavior of reinforcing steel" ASCE 120 (120): 3178-3196, 1994

      2 Norris, C. H., "Structural design for dynamic loads" McGraw-Hill 1959

      3 Scott, B. D., "Stress–strain behavior of concrete confined by overlapping hoops at low and high strain rates" 79 (79): 13-27, 1982

      4 Atchley, B. L., "Strength and energyabsorption capabilities of plain concrete under dynamic and static loading" 64 (64): 745-756, 1967

      5 Cadoni, E., "Strain-rate effect on the tensile behaviour of concrete at different relative humidity levels" 235 (235): 21-26, 2001

      6 Pandey, A. K., "Strain rate model for dynamic analysis of reinforced concrete structures" ASCE 132 (132): 1393-1401, 2006

      7 Chang, K. C., "Strain rate effect on structural steel under cyclic loading" ASCE 113 (113): 1292-1301, 1987

      8 Soroushian, P., "Steel mechanical properties at different strain rates" ASCE 113 (113): 663-672, 1987

      9 Cotsovos, D. M., "Simplified FE model for RC structures under earthquakes" 159 : 87-102, 2006

      10 Xiao, J. Z., "Shear transfer across a crack in recycled aggregate concrete" 42 (42): 700-709, 2012

      11 Wang, C. Q., "Shaking table tests on a recycled concrete block masonry building" 15 (15): 1843-1860, 2012

      12 Zhang, J. W., "Shaking table experimental study of recycled concrete frame-shear wall structures" 13 (13): 257-267, 2014

      13 Xiao, J. Z., "Shake-table model tests on recycled aggregate concrete frame structure" 109 (109): 777-786, 2012

      14 Malvar, L. J., "Review of strain rate effects for concrete in tension" 95 (95): 435-439, 1998

      15 Kulkarni, S. M., "Response of reinforced concrete beams at high strain rates" 95 (95): 705-715, 1998

      16 Wang, C. Q., "Research on shaking table test and nonlinear analysis for recycled aggregate concrete frame structure" College of Civil Engineering, Tongji University, 2012

      17 "Removal and reuse of hardened concrete" 99 (99): 300-325, 2002

      18 Xiao, J., "Recycled concrete" Chinese Building Press 2008

      19 Hansen, T. C., "Recycled aggregate and recycled aggregate concrete, second state-of-the-art report, developments from 1945–1985" 111 : 201-246, 1986

      20 Shing, P. S. B., "Rate of loading effects on pseudo dynamic tests" ASCE 114 (114): 2403-2420, 1988

      21 Mazzoni, S., "Open system for earthquake engineering simulation, user command-language manual"

      22 Cotsovos, D. M., "Numerical investigation of concrete subjected to high rates of uniaxial tensile loading" 35 : 319-335, 2008

      23 Filippou, F. C., "Nonlinear static and dynamic analysis of reinforced concrete subassemblages" Earthquake Engineering Research Center, University of California 1992

      24 Yassin, M., "Nonlinear analysis of prestressed concrete structures under monotonic and cyclic load" University of California 1994

      25 Zhou, X. Q., "Modelling of compressive behaviour of concrete-like materials at high strain rate" 45 : 4648-4661, 2008

      26 Xiao, J. Z., "Mechanical properties of recycled aggregate concrete under uniaxial loading" 35 : 1187-1194, 2005

      27 "GB 50011, Code for seismic design of buildings"

      28 Fathifazl, G., "Flexural performance of steelreinforced recycled concrete beams" 106 (106): 858-867, 2009

      29 Kent, D. C., "Flexural members with confined concrete" ASCE 97 (97): 1969-1990, 1971

      30 Zielinski, A. J., "Experiments on concrete under uniaxial impact tensile loading" 80 (80): 103-112, 1981

      31 Xiao, J. Z., "Experimental study on dynamic mechanical behavior of modeled recycled aggregate concrete under uniaxial compression" 35 (35): 201-207, 2014

      32 Chen, X. D., "Experimental and modeling study of dynamic mechanical properties of cement paste, mortar and concrete" 47 : 419-430, 2013

      33 Li, M., "Effects of strain rate on reinforced concrete structure under seismic loading" 15 (15): 461-475, 2012

      34 Wakabayashi, M., "Effect of strain rate on the behavior of structural members subjected to earthquake force" 491-498, 1984

      35 Abrams, D. A., "Effect of rate of application of load on the compressive strength of concrete" 17 : 364-377, 1917

      36 Bertero, V. V., "Earthquake simulation tests and associated studies of a 1/5th scale model of a 7-story RC test structure. U.S.–Japan cooperative earthquake research program" Earthquake Engineering Research Center, University of California 1984

      37 Malvar, L. J., "Dynamic increase factors for steel reinforcing bars" 1998

      38 Lu, Y. B., "Dynamic compressive behavior of recycled aggregate concrete based on split Hopkinson pressure bar tests" 11 (11): 131-141, 2014

      39 Le, N. H., "Dynamic behaviour of concrete : The structural effects on compressive strength increase" 5 (5): 491-510, 2000

      40 Xiao, S., "Dynamic behaviour and constitutive model of concrete at different strain rates" 60 (60): 271-278, 2008

      41 Lai, J., "Dynamic behavior and visco-elastic modeling of ultra-high performance cementitious composite" 39 : 1044-1051, 2009

      42 Lin, F., "Constitutive models for reinforcing steel bars under high strain rates" 11 (11): 14-20, 2008

      43 Xiao, J. Z., "Compressive behaviour of recycled aggregate concrete under impact loading" 71 : 46-55, 2015

      44 Bischoff, P. H., "Compressive behavior of concrete at high strain rates" 24 (24): 425-450, 1991

      45 Ajdukiewicz, A. B., "Comparative tests of beams and columns made of recycled aggregate concrete and natural aggregate concrete" 5 (5): 259-273, 2007

      46 The Euro-International Committee for Concrete, "CEB-FIP model code 1990"

      47 Oh, B. H., "Behavior of concrete under dynamic tensile loads" 84 (84): 8-13, 1987

      48 Hognestad, E., "A study of combined bending and axial load in reinforced concrete. Bulletin series 339, Illinois(USA)" 1951

      49 Taucer, F. F., "A fiber beam–column element for seismic response analysis of reinforced concrete structures" Earthquake Engineering Research Center, University of California 1991

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