| dc.identifier.citation | ABAQUS, (2007), “ABAQUS Analysis User’s Manual”, ABAQUS Inc. 2007. ADINA, (2010), “ADINA Theory and Modelling Guide Volume I”, ADINA Solids and Structures, ADINA R & D, Inc. ANSYS, (2005), “ANSYS Manual Version 9.0”, ANSYS Inc., Canonsburg, PA. Al-Sulaimani, G., dan Roessett, J. M., (1984), “Design Spectra for Degrading System”, Journal Structural Engineering, © ASCE/December 2611-2623pp. Belarbi, A., Zhang, L.X., dan Hsu, T.T.C., (1996), “Constitutive Laws of Reinforced Concrete Membrane Elements”, Eleventh World Conference of Earthquake Engineering. Bentz, E.C., (2000), “Sectional Analysis of Reinforced Concrete Members”, PhD Thesis Departement of Civil Engineering, University of Toronto. Cardinetti, F., Viola, E., Diotallevi, P.P., dan Landi, L., (2011), “Fiber Beam-Columns Models with Flexure-Shear Interaction for Nonlinear Analysis of Reinforced Concrete Structures”, PhD Thesis Universita di Bologna. Cervenka, V. Jendele, L. dan Cervenka, J., (2009), “ATENA Program Documentation Part 1”, Theory, Cervenka Consulting, Praha, Czech Epublic. Clough, R. W., Benuska, K. L. dan Wilson, E. L., (1965), “Inelastic Earthquake Response of Tall Buildings”, Proc.3rd World Conference on Earthquake Engineering 11, New Zealand Collins, M.P., (1978), “Towards a Rational Theory for RC Members in Shear”, Journal of Structural Engineering ASCE, 104(4), 649-666PP. Collins, M.P., dan Mitchell, D., (1987), “Prestressed Concrete Basics”, CPCI Canadian Prestressed Concrete Intitute, Otaawa, Canada. D’Ambrisi, A., dan Filippou, F. C., (1999), “Modeling of Cyclic Shear Behavior in RC Members”, Journal of Structural Engineering ©ASCE, October, 1143 – 1150pp. Deierlein, G.G., Reinhorn, A.M., dan Willford, M.R., (2010), “Nonlinier Structural Analysis for Seismic Design”, NIST GCR 10-917-5, Departement of Commerce, USA. DIANA, (2002), “DIANA finite element analysis user's manual release 8.1, TNO DIANA BV, Delft, The Netherlands Elwood, K.J. dan Moehle, J.P., (2004), “Evaluation of Existing Reinforced Concrete Columns”, 13thWorld Conference on Earthquake Engineering, Vancouver, Canada Elwood, K. J. dan Moehle, J. P., (2005b), “Axial Capacity Model for Shear-Damaged Columns”, ACI Strctural Journal. July, 578-587pp. Esmaeily, A.G., dan Xiao, Y., (2002), “Seismic Behavior of Bridge Subjected to Various Loading Patterns”, PEER Report 2002/15, University of California, Berkeley. FEMA, (2005), “Improvement of Nonlinier Static Seismic Analysis Procedures”, FEMA 440 Report prepared by the American Society of Civil Engineers for the Federal Emergency Management Agency, Washington, D.C. FEMA, (2009), “Effect of Strength and Stiffnes Degradation on Seismic Response”, FEMA P440 prepared by the American Society of Civil Engineers for the Federal Emergency Management Agency, Washington, D.C. Filppou, F.C., D’Ambrisi, A., dan Issa, A., (1992), Nonlinier Static and Dinamic Analysis of Reinforced Concrete Subassemblages, Report No. UCB/EERC-92/08 Earthquake Engineering Research Center College of Engineering University of California, Berkeley. Filippou, F. C., Popov, E. P., dan Bertero, V. V., (1983), “Effects of Bond Deterioration on Hysteretic Behavior of Reinforced Concrete Joins”, Report No. UCB/EERC 83/19, Earthquake Engineering Research Center, University of California, Berkeley, Aug. 184pp Giberson, M., (1967), “The response of nonlinear multi-story structures subjected to earthquake excitation”, Tech. report, Earthquake Engineering Research Laboratory, California Institute of Technology, Pasadena, California. Girgin, S.C., Lu, Y., dan Panagiotou, M., (2003), “Nonlinear Cyclic Truss Model for Shear-Critical Reinforced Concrete Columns”, 2nd Turkish Conference on Earthquake Engineering and Seismology,TDMSK September, Antakya, Hatay/Turkey Guedes, J.P.S.C.M., (1997), “Seismic Behaviour of Reinforced Concrete Bridges. Modeling, Numerical Analysis and Experimental Assessmen”, European Commision, Science, research and development-Joint Research Centre Safety Technology Institute. Hsu, T..T.C., (1998), “Unified Approach to Shear Analysis and Design”, Cement and Concrete Composites, Elsevier, 419-435pp Hsu, T.T.C., (1988), “Softened Truss Model Theory for Shear and Torsion”, ACI Structural Journal, 85(6), 624-635pp. Hsu, T.T.C., dan Mo, Y.L., (2010), “Unified Theory of Concrete Structures”, John Wiley and Sons, Ltd. Ichinose, I., (1992), “A Shear Design Equation for Ductile R/C Members”, Earthquake Engineering and Structural Dynamic Vol. 21, 197-214pp Jehel, P., Ibrahimbegovic, A., L’eger, P., dan Davenne, L., (2009), “A New Fiber Element for Refined Nonlinier Modeling of RC Frame Structurs in Seismic Loading” june, COMPDYN, Greece. Jiang, Y. dan Saiidi, S. M., (1990), “Four-Spring Element for Cyclic Response of R/C columns”, Journal of Structural Engineering, ASCE, 1018-1029pp Jirawattanasomkul, T., Dawei, Z., dan Ueda, T., (2013), “ Prediction of the post-peak behavior of reinforced concrete columns with and without FRP-jacketing”, Engineering structur 56, 1511-1526pp. Kim, J.H., dan Mander, J.B., (2007), “Influence of Transverse Reinforcement on Elastic Shear Stiffness of Cracked Concrete Elemens”, Engineering Structures, 1798-1807pp. Kotsovos,M.D., (2014), ”Compressive Force-Path Method Unified Ultimate Limit-State Design of Concrete Structures”, © Springer International Publishing Switzerland. Kunnath, S. K., Reinhorn, A., M. dan Park, Y. J., (1990), “Analytical Modeling of Inelastic Seismic Response of R/C Structures”, Journal of Structural Engineering, ASCE, 116(4), 996-1016pp Lai, S.S., Will, G.T., dan Otani, S., (1984), “Model for Inelastic Biaxial Bending of Concrete Members”, Journal of Structural Engineering, ASCE, 110:11, 2563-2584pp. Lee, T.H., dan Mosalam, K.M., (2004), “Probabilistic fiber element modeling of reinforced concrete structures”, Computers and Structures, 2285–2299pp. Lee, D.H., dan Elnashai, A.S., (2001), “Seismic Analysis of RC Bridge Columns with Flexure-Shear Interaction”, Journal of Structural Engineering, Vol 127 No. 5 May 546-553pp. Li, K. N. dan Otani, S., (1993), “Multi-Spring Model for 3-Dimensional Analysis of RC Members”, Journal of Structural Engineering and Mechanics, 17-30pp. LS-DYNA, (2005), “Theoretical Manual”, Livermore Software Tech. Corp. MacGregor, J.G., (1997), “Reinforced Concrete Mechanics and Design”, Prentice Hall Miki, T., dan Niwa, J., (2004), “Nonlinear Analysis of RC Structural Using 3D Lattice Model”, Journal of Advanced Concrete Technology, Vol. 2. 343-358pp Monti, G., dan Spacone, E., (2000), “Reinforced Concrete Fiber Beam Elemen with Bond-Slip”, Journal of Structural Engineering, ASCE, 126:6, 654-661pp. Mostafaei, H., dan Kabeyasawa, T., (2007), “Axial-Shear-Flexure Interaction Approach for Reinforced Concrete Columns”, ACI Structural Journal, V. 104, No. 2, Mar-Apr, 218-226pp. Mostafaei, H. Vecchio, F.J., dan Kabeyasawa, T., (2008), “Nonlinier Displacement-Based Response Prediction of Reinforced Concrete Columns”, Engineering Structure, Elsevier.. Ngo, D., dan Scoderlis, A.C., (1967), “Finite Elemen Analysis of Reinforced Concrete Beam”, ACI Structural Journal 64:3, 153-163pp. Niwa, J., Choi, J.C., dan Tanabe, T., (1995), “Analytical Study for Shear Resisting Mechanism Using Lattice Model”, Journal of Material, Concrete Structures and Pavements of JSCE, No. 508/V-26, 95-109pp Palermo, D., dan Vecchio, F.J., (2003), “Compression Field Modeling of Reinforced Concrete Subjected to Reversed Loading: Formulation”, ACI Structural Journal, September-October, 616-625pp. Pang, X.B., dan Hsu, T.T.C., (1996), “Fixed Angle Softened Truss Model for Reinforced Concrete”, ACI Structural Journal, 93(2), 197-207pp. Pan, Z., dan Li., (2013), “Truss-Arch Model for Shear Strength of Shear-Critical Reinforced Concrete Columns”, Journal of Structural Engineering © ASCE, April Vol. 4, 548-560pp. Park, H., dan Eom, T., (2007), “Truss Model for Nonlinier of RC Members Subject to Cyclic Loading”, Journal of Structural Engineering © ASCE, October, 1351-1363pp. PEER/ATC 72-1, (2010), “Modeling and Acceptance Crtiteria for Seismic Design and Analysis of Tall Building”, Applied Technology Council, Redwood City, California. Pang, X.B., dan Hsu, T.T.C.,(1996), “Fixed Angle Softened Truss Model for Reinforced Concrete”, ACI Structural Journal, 93(2), 197-207pp. Petrangeli, M., Pinto, P.M., dan Ciampi, V., (1999), “Fiber Element for Cyclic Bending and Shear of RC Structures. 1:Theory”, Journal of Engineering Mechanic, Sep. 994-1001pp. Pincheira, J.A., Dotiwala, F.S., dan D’Sauza, J.T., (1999), “Seismic Analysis of Older Reinforced Concrete Columns”, Earthquake Specra, 15(2), 245-272pp. Priestley, N.M.J., Verma, R., dan Xiao, Y., (1994), “Seismic Shear Strength of Reinforced Concrete Columns”, Journal of Steuctural Engineering © ASCE, August, 2310-2329pp Qusalem, H., Kabeyasawa, T., dan Tasai, A., (2004), “Evaluationof Ultimate Deformation Capacity at Axial Load Collapse of Reinforced Concrete Columns”, 13th World Conference on Earthquake Engineering, Vancouver, Cnada. Saatcioglu, M., dan Alsiwat, J., M., (1992), “Hysteretic Behavior of Anchorage Slip in R/C Members”, Journal of Structural Engineering, ASCE, September, 2439 – 2458pp Saiidi, M., Ghusn, G.E., dan Jiang, Y., (1989), “A Five-Spring Element for Biaxially bent R/C Columns”, Journal Structural Enginnering, ASCE, 115:2, 398-416pp. Saiidi, M. dan Sozen, M. A., (1979), “Simple and Complex Models for Non-linier Seismic Response of Reinforced Concrete Structures”, Structural Research Series 465, Civil Engineering Studies, University of Illinois, Urbana. Schlaich, J., Schäfer, K., dan Jennewein, M., (1987), “Toward a consistent design of structural concrete”, PCI J., 75–150pp Sezen, H. dan Chowdhury, T., (2009), “Hysteretic Model for Reinforced Concrete Columns Including the Effect os Shear and Axial Load Failure”, Journal of Structural Engineering ©ASCE, February, 139 – 146pp Spacone, E., Filppou, F.C., dan Taucer, F.F., (1996), “Fibre Beam-Column Model for Nonlinier Analysis of R/C Frame: Part 1. Formulation”, John Wiley & Sons Ltd. USA. Takayanagi, T. dan Schnobrich, W. C., (1976), “Computed Behaviour of R/C Coupled Shear Walls”, Civil Engineering Studies, SRS 434, University of Illinois, Urbana Tran, C.T.N., dan Li, B., (2014), “Shear Strength Model for Reinforced Concrete Columns with Low Transverse Reinforcement Ratios”, Advances in Structural Engineering Vol. 17 No.10, 1373-1385pp Vecchio, F.J., dan Collins, M.P., (1986), “The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear”, ACI Structural Journal, March-April, 219-231pp. Vecchio, F.J., (2000), “Disturbed Stress Field Model for Reinforced Concrete: Formulation”, Journal of Structural Engineering ASCE, 126(9), 1070-1077PP. Wang, Y.C., dan Hsu, K., (2008), “Truss Analysis for Evaluating the Behavior of Reinforced Concrete Moment-Resisting Frames with Poorly Reinforcing Details”, The 14th World Conference on Earthquake Engineering, Beijing, China Wong, P.S., dan Vecchio. F.J., (2002), “VekTor2 & FormWork User’s Manual”. Xu. S. Y., dan Zhang, J.,( 2008), “Hysteritic Models for Reinforced Concrete Columns Considering Axial-Shear-Flexural Interaction”, Proceedings of the 14th World Conference on Earthquake Engineering, Beijing, China. Zeris, C.A., dan Mahin, S.A., (1991), “Behavior of Reinforced Concrete Structures Subjected to Biaxial Excitation”, Journal of Structural Engineering ASCE, Sep. Vol 117, No 9, 2657-2673pp. | in_ID |
