Effects of reinforcement slippage on the non-linear response under cyclic loadings of RC frame structures

Earthquake Engineering and Structural Dynamics

Volumn 32, Issue 15, 2003, Pages 2407-2424

  Limkatanyu, Suchart ^a   Spacone, Enrico ^b,c  

^a PRINCE OF SONGKLA UNIVERSITY   (Thailand)

^b UNIVERSITY OF CHIETI   (Italy)

^c UCB 450   (United States)

Author keywords

Bond slip; Cyclic loads; Finite elements; Frames; Hysteretic models; Non linear analysis; Reinforced concrete; Seismic loads

Indexed keywords

BOND STRENGTH (MATERIALS); DYNAMIC LOADS; ENERGY DISSIPATION; REINFORCED CONCRETE; REINFORCEMENT; SLIP FORMING; STRENGTH OF MATERIALS; STRUCTURAL FRAMES;

BOND SLIP EFFECTS; REINFORCEMENT SLIPPAGE;

EARTHQUAKES;

BUILDING; CYCLIC LOADING; FINITE ELEMENT METHOD; REINFORCED CONCRETE; SEISMIC RESPONSE; SHAKING TABLE TEST; STRUCTURAL RESPONSE;

EID: 0347379727     PISSN: 00988847     EISSN: None     Source Type: Journal    
DOI: 10.1002/eqe.334     Document Type: Article

References (19)

1. Spacone E, Filippou FC, Taucer FF. Fibre beam-column model for non-linear analysis of R/C frames: Part I. Formulation. Earthquake Engineering and Structural Dynamics 1996; 25:711-725.
2. Spacone E, Filippou FC, Taucer FF. Fibre beam-column model for non-linear analysis of R/C frames: Part II. applications. Earthquake Engineering and Structural Dynamics 1996; 25:727-742.
3. Rubiano-Benavides NR. Predictions in the inelastic seismic response of concrete structures including shear deformations and anchorage slip. Ph.D. dissertation, Department of Civil Engineering, University of Texas, Austin, 1998.
4. Monti G, Spacone E. Reinforced concrete fiber beam element with bond-slip. Journal of Structural Engineering (ASCE) 2000; 126:654-661.
5. Monti G, Filippou FC, Spacone E. Finite element for anchored bars under cyclic load reversals. Journal of Structural Engineering (ASCE) 1997; 123:614-623.
6. Limkatanyu S, Spacone E. Reinforced concrete frame element with bond interfaces. Part I: Displacement-based, force-based, and mixed formulations. Journal of Structural Engineering (ASCE) 2002; 128:346-355.
7. Limkatanyu S. Reinforced concrete models with bond-interfaces for the nonlinear static and dynamic analysis of reinforced concrete frame structures. Ph. D. dissertation, Department of Civil, Environmental, and Architectural Engineering, University of Colorado, Boulder, 2002.
8. Kent DC, Park R. Flexural members with confined concrete. Journal of the Structural Division (ASCE) 1971; 97:1964-1990.
9. Menegotto M, Pinto PE. Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and inelastic behavior of elements under combined normal force and bending. IABSE Symposium on Resistance and Ultimate Deformability of Structures Acted on by Well-Defined Repeated Loads, Final Report, Lisbon, 1973.
10. Eligehausen R, Popov EP, Bertero VV. Local bond stress-slip relationships of deformed bars under generalized excitations: Experimental results and analytical model, UCB/EERC Report 83-23, Earthquake Engineering Research Center, University of California, Berkeley, 1983.
11. Pantazopoulou SJ, Bonacci JF. On earthquake-resistant reinforced concrete frame connections. Canadian Journal of Civil Engineering 1994; 21:307-328.
12. Taylor R. FEAP: A Finite Element Analysis Program. Users Manual: Version 7.4. Department of Civil and Environmental Engineering, University of California, Berkeley, http://www.ce.berkeley.edu/~rlt/ feap/, 2002.
13. Beckingsale CW, Park P, Paulay T. Post elastic behavior of reinforced concrete beam-column joints. Research Report 80-20, Department of Civil Engineering, University of Canterbury, New Zealand, 1980.
14. Scott BD, Park R, Priestley MJN. Stress-strain behavior of concrete confined by overlapping hoops at low and high strain rates. ACI Structural Journal 1982; 79:13-27.
15. Monti G, De Sortis A, Nuti C. Problemi di Scala nella Sperimentazione Pseudodinamica di Pile da Ponte in C.A. (in Italian). Proceedings, Workshop Danneggiamento, Prove Cicliche e Pseudodinamica, (Damage, Cyclic Tests and Pseudodynamic Testing), Napoli, Italy, 1994.
16. Clough RW, Gidwani J. Reinforced concrete frame 2: testing and analytical correlation. UCB/EERC Report 76-15, Earthquake Engineering Research Center, University of California, Berkeley, 1976.
17. Uniform Building Code, International Conference of Building Officials, Whittier, California, 1970.
18. ACI Committee 318, Building Code Requirements for Reinforced Concrete, American Concrete Institute, Detroit, MI, 1971.
19. D'Ambrisi A, Filippou FC. Correlation studies on an RC frame shaking-table specimen. Earthquake Engineering and Structural Dynamics 1997; 26:1021-1040.