INELASTIC DEFORMATION ANALYSIS OF RC BRIDGE PIERS, PART 1: THEORY AND BACKGROUND
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis · Concrete Corrosion and Durability
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (32)
Show source-provided references
1. 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.
2. 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.
3. 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 ↗
4. 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 ↗
5. Bimschas, M.; Chatzi, E.; and Marti, P., “Inelastic Deformation Analysis of RC Bridge Piers, Part 2: Application and Verification,” ACI Structural Journal, V. 112, No. 3, May-June 2015, pp. 277-286.10.14359/51687654 ↗
6. Lehman, D. E., and Moehle, J. P., “Seismic Performance of Well-Confined Concrete Bridge Columns,” PEER Report 1998-01, University of California, Berkeley, Berkeley, CA, 2000, 286 pp.
7. Hines, E. M., “Seismic Performance of Hollow Rectangular Reinforced Concrete Bridge Piers with Confined Corner Elements,” PhD thesis, University of California, San Diego, La Jolla, CA, 2002, 312 pp.
8. Priestley, M. J. N.; Calvi, G. M.; and Kowalsky, M. J., “Displacement-Based Seismic Design of Structures,” IUSS Press, Pavia, Italy, 2007, 721 pp.
9. 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 ↗
10. 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 ↗
11. Hines, E. M.; Restrepo, J. I.; and Seible, F., “Force-Displacement Characterization of Well-Confined Bridge Piers,” ACI Structural Journal, V. 101, No. 4, July-Aug. 2004, pp. 537-548.10.14359/13340 ↗
12. Bae, S., and Bayrak, O., “Plastic Hinge Length of Reinforced Concrete Columns,” ACI Structural Journal, V. 105, No. 3, May-June 2008, pp. 290-300.10.14359/19788 ↗
13. Panagiotakos, T. B., and Fardis, M. N., “Deformations of Reinforced Concrete Members at Yielding and Ultimate,” ACI Structural Journal, V. 98, No. 2, Mar.-Apr. 2001, pp. 135-148.10.14359/10181 ↗
14. Haselton, C. B.; Liel, A. B.; Taylor Lange, S.; and Deierlein, G. G., “Beam-Column Element Model Calibrated for Predicting Flexural Response Leading to Global Collapse of RC Frame Buildings,” PEER report 2007/03, Pacific Earthquake Engineering Research Center, University of California, Berkeley, Berkeley, CA, 2008.
15. Comité Euro-International du Béton (CEB), “CEB-FIP Model Code 90,” Bulletin d’Information No. 213/214, Lausanne, Switzerland, 1993, 437 pp.
16. Filippou, F. C., “A Simple Model for Reinforcing Bar Anchorages Under Cyclic Excitations,” Journal of Structural Engineering, ASCE, V. 112, No. 7, 1986, pp. 1639-1659. doi: 10.1061/(ASCE)0733-9445(1986)112:7(1639)10.1061/(ASCE)0733-9445(1986)112:7(1639) ↗
17. Alsiwat, J. M., and Saatcioglu, M., “Reinforcement Anchorage Slip under Monotonic Loading,” Journal of Structural Engineering, ASCE, V. 118, No. 9, 1992, pp. 2421-2438. doi: 10.1061/(ASCE)0733-9445(1992)118:9(2421)10.1061/(ASCE)0733-9445(1992)118:9(2421) ↗
18. Saatcioglu, M.; Alsiwat, J. M.; and Ozcebe, G., “Hysteretic Behavior of Anchorage Slip in R/C Members,” Journal of Structural Engineering, ASCE, V. 118, No. 9, 1992, pp. 2439-2458. doi: 10.1061/(ASCE)0733-9445(1992)118:9(2439)10.1061/(ASCE)0733-9445(1992)118:9(2439) ↗
19. Sezen, H., and Setzler, E. J., “Reinforcement Slip in Reinforcement Concrete Columns,” ACI Structural Journal, V. 105, No. 3, May-June 2008, pp. 280-289.10.14359/19787 ↗
20. 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.
21. Fenwick, R. C., and Paulay, T., “Mechanisms of Shear Resistance of Concrete Beams,” Journal of the Structural Division, ASCE, V. 94, Oct. 1968, pp. 2325-2350.10.1061/JSDEAG.0002092 ↗
22. Kani, G. N. J., “The Riddle of Shear Failure and Its Solution,” ACI Journal Proceedings, V. 61, No. 4, Apr. 1964, pp. 441-467.10.14359/7791 ↗
23. Reineck, K.-H., “Ultimate Shear Force of Structural Concrete Members without Transverse Reinforcement Derived from a Mechanical Model,” ACI Structural Journal, V. 88, No. 5, Sept.-Oct. 1991, pp. 592-602.10.14359/2784 ↗
24. Bachmann, H., “Zur plastizitätstheoretischen Berechnung statisch unbestimmter Stahlbetonbalken (On the Plasticity Theory Based Analysis of Statically Indeterminate Reinforced Concrete Beams),” PhD thesis, ETH Zurich, Zurich, Switzerland, 1967, 189 pp.10.1007/978-3-0348-6922-5 ↗
25. Leonhardt, F., “Die verminderte Schubdeckung bei Stahlbeton-Tragwerken (Reduced Shear Coverage in Reinforced Concrete Structures),” Der Bauingenieur, V. 40, No. 1, Jan. 1965, pp. 1-15.
26. Müller, P., “Plastische Berechnung von Stahlbetonscheiben und -balken (Plastic Analysis of Reinforced Concrete Membranes and Beams),” IBK Report No. 83, Institute of Structural Engineering, ETH Zurich, Zurich, Switzerland, 1978, 160 pp.10.1007/978-3-0348-5761-1 ↗
27. Marti, P., “Basic Tools of Reinforced Concrete Beam Design,” ACI Journal Proceedings, V. 82, No. 1, Jan.-Feb. 1985, pp. 46-56.10.14359/10314 ↗
28. Sigrist, V.; Alvarez, M.; and Kaufmann, W., “Shear and Flexure in Structural Concrete Beams”, in: “Ultimate Limit State Design Models,” Bulletin d’Information No. 223, Comité Euro-International du Béton (CEB), Lausanne, Switzerland, 1995.
29. Schlaich, J.; Schäfer, K.; and Jennewein, M., “Toward a Consistent Design of Structural Concrete,” PCI Journal, V. 32, No. 3, 1987, pp. 74-150. doi: 10.15554/pcij.05011987.74.15010.15554/pcij.05011987.74.150 ↗
30. Nielsen, M. P., “On the Strength of Reinforced Concrete Discs”, Acta Polytechnica Scandinavica, Civil Engineering and Building Construction Series, No. 70, 1971, 261 pp.
31. Blaauwendraad, J., and Hoogenboom, P. C. J., “Stringer Panel Model for Structural Concrete Design,” ACI Structural Journal, V. 93, No. 3, May-June 1996, pp. 295-305.10.14359/9689 ↗
32. Kaufmann, W.; Marti, P.; Kim, D.; Kim, W.; and White, R. N., “discussion of “Prediction of Reinforcement Tension Produced by Arch Action in RC Beams” by Kim, D.; Kim, W; and White, R. N. (Jan.-Feb. 1998),” Journal of Structural Engineering, ASCE, V. 125, No. 8, 1999, pp. 940-941. doi: 10.1061/(ASCE)0733-9445(1999)125:8(940)10.1061/(ASCE)0733-9445(1999)125:8(940) ↗