journal article·2015-05-01

INELASTIC DEFORMATION ANALYSIS OF RC BRIDGE PIERS, PART 2: APPLICATION AND VERIFICATION

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ACI Structural Journal· Volume 112· Issue 3
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis · Structural Load-Bearing Analysis

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References (23)

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1. Bimschas, M.; Chatzi, E.; and Marti, P., “Inelastic Deformation Analysis of RC Bridge Piers, Part 1: Theory and Background,” ACI Structural Journal, V. 112, No. 3, May-June 2015, pp. 267-276.10.14359/51687653 ↗
2. Bimschas, M., “Displacement Based Seismic Assessment of Existing Bridges in Regions of Moderate Seismicity,” IBK Report No. 326, Institute of Structural Engineering, ETH Zurich Switzerland, 2010, 415 pp. (http://e-collection.library.ethz.ch)
3. Sigrist, V., “Zum Verformungsvermögen von Stahlbetonträgern (On the Deformation Capacity of Structural Concrete Girders),” IBK Report No. 210, Institute of Structural Engineering, ETH, Zurich, Switzerland, 1995, 159 pp.
4. Alvarez, M., “Einfluss des Verbundverhaltens auf das Verformungsvermögen von Stahlbeton (Influence of Bond Behavior on the Deformation Capacity of Structural Concrete),” IBK Report No. 236, Institute of Structural Engineering, ETH, Zurich, Switzerland, 1998, 182 pp.
5. Marti, P.; Alvarez, M.; Kaufmann, W.; and Sigrist, V., “Tension Chord Model for Structural Concrete,” Structural Engineering International, V. 8, No. 4, 1998, pp. 287-298. doi: 10.2749/10168669878048887510.2749/101686698780488875 ↗
6. Eligehausen, R.; Popov, E. P.; and Bertero, V. V., “Local Bond Stress-Slip Relationships of Deformed Bars under Generalized Excitations,” Report No. UCB/EERC-83/23, University of California, Berkeley, Berkeley, CA, 1983, 162 pp.
7. Huang, Z.; Engström, B.; and Magnusson, J., “Experimental and Analytical Studies of the Bond Behavior of Deformed Bars in High Strength Concrete,” Proceedings of the 4th International Symposium on Utilization of High-Strength/High-Performance Concrete, Paris, France, 1996, pp. 1115-1124.
8. Mander, J. B.; Priestley, M. J. N.; and Park, R., “Seismic Design of Bridge Piers”, Report 84-2, Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand, 1984.
9. Dodd, L. L., and Restrepo-Posada, J. I., “Model for Predicting Cyclic Behavior of Reinforcing Steel,” Journal of Structural Engineering, ASCE, V. 121, No. 3, 1995, pp. 433-445. doi: 10.1061/(ASCE)0733-9445(1995)121:3(433)10.1061/(ASCE)0733-9445(1995)121:3(433) ↗
10. Monti, G., and Nuti, C., “Nonlinear Cyclic Behavior of Reinforcing Bars Including Buckling,” Journal of Structural Engineering, ASCE, V. 118, No. 12, 1992, pp. 3268-3284. doi: 10.1061/(ASCE)0733-9445(1992)118:12(3268)10.1061/(ASCE)0733-9445(1992)118:12(3268) ↗
11. Rodriguez, M. E.; Botero, J. C.; and Villa, J., “Cyclic Stress-Strain Behavior of Reinforcing Steel Including Effect of Buckling,” Journal of Structural Engineering, ASCE, V. 125, No. 6, 1999, pp. 605-612. doi: 10.1061/(ASCE)0733-9445(1999)125:6(605)10.1061/(ASCE)0733-9445(1999)125:6(605) ↗
12. Bayrak, O., and Sheikh, S. A., “Plastic Hinge Analysis,” Journal of Structural Engineering, ASCE, V. 127, No. 9, 2001, pp. 1092-1100. doi: 10.1061/(ASCE)0733-9445(2001)127:9(1092)10.1061/(ASCE)0733-9445(2001)127:9(1092) ↗
13. Bae, S.; Mieses, A. M.; and Bayrak, O., “Inelastic Buckling of Reinforcing Bars,” Journal of Structural Engineering, ASCE, V. 131, No. 2, 2005, pp. 314-321. doi: 10.1061/(ASCE)0733-9445(2005)131:2(314)10.1061/(ASCE)0733-9445(2005)131:2(314) ↗
14. Popovics, S., “A Numerical Approach to the Complete Stress-Strain Curve of Concrete,” Cement and Concrete Research, V. 3, No. 5, 1973, pp. 583-599. doi: 10.1016/0008-8846(73)90096-310.1016/0008-8846(73)90096-3 ↗
15. Mander, J. B.; Priestley, M. J. N.; and Park, R., “Theoretical Stress-Strain Model for Confined Concrete,” Journal of Structural Engineering, ASCE, V. 114, No. 8, 1988, pp. 1804-1826. doi: 10.1061/(ASCE)0733-9445(1988)114:8(1804)10.1061/(ASCE)0733-9445(1988)114:8(1804) ↗
16. Vidot-Vega, A. L., and Kowalsky, M., “Impact of Seismic Input on Strain/Displacement Response of Reinforced Concrete Members and Frames,” ACI Structural Journal, V. 108, No. 2, Mar.-Apr. 2011, pp. 178-187.10.14359/51664253 ↗
17. Bohl, A., and Adebar, P., “Plastic Hinge Lengths in High-Rise Concrete Shear Walls,” ACI Structural Journal, V. 108, No. 2, Mar.-Apr. 2011, pp. 148-157.10.14359/51664249 ↗
18. Wong, P. S., and Vecchio, F. J., “VecTor2 and FormWorks User’s Manual,” Report, Department of Civil Engineering, University of Toronto, Toronto, ON, Canada, 2002, 232 pp.
19. Fronteddu, L. F., “Response of Reinforced Concrete to Reverse Cyclic Loading,” MASc thesis, Department of Civil Engineering, University of British Columbia, Vancouver, BC, Canada, 1992, 152 pp.
20. Adebar, P., and Ibrahim, A. M. M., “Simple Nonlinear Flexural Stiffness Model for Concrete Structural Walls,” Earthquake Spectra, V. 18, No. 3, 2002, pp. 407-426. doi: 10.1193/1.150334310.1193/1.1503343 ↗
21. Berry, M. P.; Lehman, D. E.; and Lowes, L. N., “Lumped-Plasticity Models for Performance Simulation of Bridge Columns,” ACI Structural Journal, V. 105, No. 3, May-June 2008, pp. 270-279.10.14359/19786 ↗
22. Comité Euro-International du Béton (CEB), “CEB-FIP Model Code 90,” Bulletin d’Information No. 213/214, Lausanne, Switzerland, 1993, 437 pp.
23. Bachmann, H., “Zur plastizitätstheoretischen Berechnung statisch unbestimmter Stahlbetonbalken (On the Plasticity Theory Based Analysis of Statically Indeterminate Reinforced Concrete Beams),” PhD thesis, ETH Zurich, Switzerland, 1967, 189 pp. (cited in Appendix)10.1007/978-3-0348-6922-5 ↗