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http://dx.doi.org/10.12989/sem.2020.75.3.389

Seismic performance of RC frame structures strengthened by HPFRCC walls  

Yun, Hyun-Do (Department of Architectural Engineering, Chungnam National University)
Hwang, Jin-Ha (Department of Architectural Engineering, University of Seoul)
Kim, Mee-Yeon (Architectural 2 Part, Design Development Team, MIDAS IT)
Choi, Seung-Ho (Department of Architectural Engineering, University of Seoul)
Park, Wan-Shin (Department of Construction Engineering Education, Chungnam National University)
Kim, Kang Su (Department of Architectural Engineering, University of Seoul)
Publication Information
Structural Engineering and Mechanics / v.75, no.3, 2020 , pp. 389-399 More about this Journal
Abstract
An infill wall made of high-performance fiber-reinforced cementitious composites (HPFRCC) was utilized in this study to strengthen the reinforced concrete (RC) frame structures that had not been designed for seismic loads. The seismic performance of the RC frame structures strengthened by the HPFRCC infill walls was investigated through the experimental tests, and the test results showed that they have improved strength and deformation capabilities compared to that strengthened by the RC infill wall. A simple numerical modeling method, called the modified longitudinal and diagonal line element model (LDLEM), was introduced to consider the seismic strengthening effect of the infill walls, in which a section aggregator approach was also utilized to reflect the effect of shear in the column members of the RC frames. The proposed model showed accurate estimations on the strength, stiffness, and failure modes of the test specimens strengthened by the infill walls with and without fibers.
Keywords
seismic performance; infill wall; shear wall; HPFRCC; LDLEM;
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Times Cited By KSCI : 6  (Citation Analysis)
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1 ACI Committee 318 (1983), Building Code Requirements for Reinforced Concrete (ACI 318-83), American Concrete Institute, Farmington Hills, Michigan, USA.
2 ACI Committee 318 (2014), Building Code Requirements for Structural Concrete (ACI 318M-14) and Commentary, American Concrete Institute, Farmington Hills, Michigan, USA.
3 Altin, S., Anil, O. and Kara, M. E. (2008), "Strengthening of RC nonductile frames with RC infills: An experimental study", Cement Concrete Compos., 30(7), 612-621. https://doi.org/10.1016/j.cemconcomp.2007.07.003.   DOI
4 Bentz, E. C., Vecchio, F. J. and Collins, M. P. (2006), "Simplified modified compression field theory for calculating shear strength of reinforced concrete elements", ACI Mater. J., 103(4), 614.
5 Cismasiu, C. and Ramos, A.P. (2017), "Applied element method simulation of experimental failure modes in RC shear walls", Comput. Concrete, 20(6), 365-374. https://doi.org/10.12989/cac.2017.19.4.365.   DOI
6 Cho, C.G., Ha, G.J. and Kim, Y.Y. (2008), "Nonlinear model of reinforced concrete frames retrofitted by in-filled HPFRCC walls", Struct. Eng. Mech., 30(2), 211-223. https://doi.org/10.12989/sem.2008.30.2.211.   DOI
7 D'Ayala, D., Worth, J. and Riddle, O. (2009), "Realistic shear capacity assessment of infill frames: comparison of two numerical procedures", Eng. Struct., 31(8), 1745-1761. https://doi.org/10.1016/j.engstruct.2009.02.044.   DOI
8 Elmorsi, M., Kianoush, M. R. and Tso, W. K. (2000), "Modeling bond-slip deformations in reinforced concrete beam-column joints", Canadian J. Civil Eng., 27(3), 490-505. https://doi.org/10.1139/l99-085.   DOI
9 Ergun, M. and Ates, S. (2015), "The stress analysis of a shear wall with matrix displacement method", Struct. Eng. Mech., 53(2), 205-226. https://doi.org/10.12989/sem.2015.53.2.205.   DOI
10 Neuenhofer, A. and Filippou, F.C. (1997), "Evaluation of nonlinear frame finite-element models", J. Struct. Eng., 123(7), 958-966. https://doi.org/10.1061/(ASCE)0733-9445(1997)123:7(958).   DOI
11 Otani, S. (1974), A Computer Program for Inelastic Analysis of R/C Frames to Earthquake, A Report on Research Project, (413), University of Illinois, Urbana, Champaign.
12 Park, H. and Eom, T. (2007), "Truss model for nonlinear analysis of RC members subject to cyclic loading", J. Struct. Eng., 133(10), 1351-1363. https://doi.org/10.1061/(ASCE)0733-9445(2007)133:10(1351).   DOI
13 Rokugo, K., Kanda, T., Yokota, H. and Sakata, N. (2009), "Applications and recommendations of high performance fiber reinforced cement composites with multiple fine cracking (HPFRCC) in Japan", Mater. Struct., 42(9), 1197-1208. https://doi.org/10.1617/s11527-009-9541-8.   DOI
14 Parra-Montesinos, G.J. (2005), "High-performance fiber-reinforced cement composites: an alternative for seismic design of structures", ACI Struct. J., 102(5), 668-675.
15 Parulekar, Y.M., Reddy, G.R., Singh, R.K., Gopalkrishnan, N. and Ramarao, G. V. (2016), "Seismic performance evaluation of mid-rise shear walls: Experiments and analysis", Struct. Eng. Mech., 59(2), 291-312. https://doi.org/10.12989/sem.2016.59.2.291.   DOI
16 Paulay, T., Priestley, M.J.N. and Synge, A.J. (1982, July), "Ductility in earthquake resisting squat shearwalls", J. Proceedings, 79(4), 257-269.
17 Salonikios, T N. and Kappos, A.J. (1999), "Cyclic Load Behavior of Low-Slenderness Reinforced Concrete Walls: Design Basis and Test Results", ACI Struct. J., 96(4), 649-660.
18 Sanchez-Alejandre, A. and Alcocer, S. M. (2010), "Shear strength of squat reinforced concrete walls subjected to earthquake loading-trends and models", Eng. Struct., 32(8), 2466-2476. https://doi.org/10.1016/j.engstruct.2010.04.022.   DOI
19 Filippou, F. C., Bertero, V.V. and Popov, E.P. (1983), "Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joints", Report EERC 83-19; Earthquake Engineering Research Center, University of California, Berkeley.
20 Farvashany, F. E., Foster, S. J. and Rangan, B. V. (2008), "Strength and deformation of high-strength concrete shearwalls", ACI Struct. J., 105(1), 21-29.
21 Hawkins, N. M. and Ghosh, S. K. (2004), "Acceptance criteria for special precast concrete structural walls based on validation testing", PCI J., 49(5), 78-92.   DOI
22 Kabeyaswa, T., Shiohara, H., Otani, S. and Aoyama, H. (1983), "Analysis of the full-scale seven-story reinforced concrete test structure", J. Faculty Eng., 37(2). 431-478.
23 Hidalgo, P. A., Ledezma, C.A. and Jordan, R.M. (2002), "Seismic behavior of squat reinforced concrete shear walls", Earthq. Spectra, 18(2), 287-308. https://doi.org/10.1193%2F1.1490353.   DOI
24 Jayalekshmi, B. R. and Chinmayi, H. K. (2016), "Seismic analysis of shear wall buildings incorporating site specific ground response", Struct. Eng. Mech., 60(3), 433-453.   DOI
25 Jeong, S. H. and Jang, W. S. (2016), "Modeling of RC shear walls using shear spring and fiber elements for seismic performance assessment", J. Vibroeng., 18(2), 1052-1059.
26 Kim, D.K., Eom, T.S., Lim, Y.J., Lee, H.S. and Park, H.G. (2011), "Macro model for nonlinear analysis of reinforced concrete walls", J. Korea Concrete Institute, 23(5), 569-579. https://doi.org/10.4334/JKCI.2011.23.5.569.   DOI
27 Kose, M. M. (2009), "Parameters affecting the fundamental period of RC buildings with infill walls", Eng. Struct., 31(1), 93-102. https://doi.org/10.1016/j.engstruct.2008.07.017.   DOI
28 Kuang, J. S. and Ho, Y. B. (2008), "Seismic behavior and ductility of squat reinforced concrete shear walls with nonseismic detailing", ACI Struct. J., 105(2), 225.
29 Sittipunt, C., Wood, S. L., Lukkunaprasit, P. and Pattararattanakul, P. (2001), "Cyclic behavior of reinforced concrete structural walls with diagonal web reinforcement", ACI Struct. J., 98(4), 554-562.
30 Seo, S.Y., Lee, L.H. and Hawkins, N.M. (1998), "The limiting drift and energy dissipation ratio for shear walls based on structural testing", J. Korea Concrete Institute, 10(6), 335-343. https://doi.org/10.22636/MKCI.1998.10.6.335.
31 Spacone, E., Ciampi, V. and Filippou, F.C. (1992), A Beam Element for Seismic Damage Analysis, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley.
32 Taucer, F., Spacone, E. and Filippou, F.C. (1991), A Fiber Beam-Column Element for Seismic Response Analysis of Reinforced Concrete Structures, Report EERC 91-17, Earthquake Engineering Research Center, College of Engineering, University of California, Berkeley.
33 Tuken, A., Dahesh, M.A. and Siddiqui, N.A. (2017), "Reliability assessment of RC shear wall-frame buildings subjected to seismic loading", Comput. Concrete, 20(6), 719-729. https://doi.org/10.12989/cac.2017.20.6.719.   DOI
34 Vulcano, A. and Bertero, V. (1987), Analytical Modeling for Predicting the Lateral Response of RC Shear Wall, Evaluation of Their Reliability, UBC/EERC-87/19; Earthquake Engineering Research Center.
35 Vecchio, F.J. and Collins, M.P. (1986), "The modified compression-field theory for reinforced concrete elements subjected to shear", ACI Struct. J., 83(2), 219-231.
36 Yassin, M.H.M. (1994), "Nonlinear analysis of prestressed concrete structures under monotonic and cyclic loads", Ph.D. Dissertation, University of California, Berkeley.
37 Lowes, L. N., Mitra, N. and Altoontash, A. (2003), "A Beam-Column Joint Model for Simulating The Earthquake Response of Reinforced Concrete Frames", PEER Report, Earthquake Engineering Research Center, College of Engineering University of California, Berkeley.
38 Lefas, I.D., Kotsovos, M.D. and Ambraseys, N. N. (1990), "Behavior of reinforced concrete structural walls: strength, deformation characteristics, and failure mechanism", ACI Struct. J., 87(1), 23-31.
39 Li., V.C. (1993), "From micromechanics to structural engineering - the design of cementitious composites for civil engineering applications", J. Struct. Mech. Earthq. Eng., JSCE, 10(2), 37-48.
40 Linde, P. and Bachmann, H. (1994), "Dynamic modelling and design of earthquake-resistant walls", Earthq. Eng. Struct. Dynam., 23(12), 1331-1350. https://doi.org/10.1002/eqe.4290231205.   DOI
41 Magna, C. E. and Kunnath, S. K. (2012), "Simulation of nonlinear seismic response of reinforced concrete structural walls", 15th World Conference on Earthquake Engineering, Lisbon, Portugal, September.
42 Mander, J. B., Priestley, M.J. and Park, R. (1988), "Theoretical stress-strain model for confined concrete", J. Struct. Eng., 114(8), 1804-1826. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:8(1804).   DOI
43 Massone, L. M., Orakcal, K. and Wallace, J.W. (2009), "Modelling of Squat Structural Walls Controlled by Shear", ACI Struct. J., 106(5), 646-655
44 McKenna, F., Fenves, G. L., Scott, M. H. and Jeremic, B. (2000), Open System for Earthquake Engineering Simulation (Opensees), University of California, Berkeley, USA. http://opensees.berkeley.edu.
45 Neuenhofer, A. and Filippou, F.C. (1998), "Geometrically nonlinear flexibility-based frame finite element", J. Struct. Eng., 124(6), 704-711. https://doi.org/10.1061/(ASCE)0733-9445(1998)124:6(704).   DOI