Seismic performance of bond controlled RC columns

Engineering Structures

Volumn 30, Issue 9, 2008, Pages 2538-2547

  Pandey, G R ^a   Mutsuyoshi, H ^b   Maki, T ^b  

^a JAMES COOK UNIVERSITY   (Australia)

^b SAITAMA UNIVERSITY   (Japan)

Author keywords

Bond; Pseudo dynamic test; Reinforced concrete column; Restoring force model; Seismic design

Indexed keywords

BUILDING MATERIALS; COLUMNS (STRUCTURAL); CONCRETE REINFORCEMENTS; DAMPING; EARTHQUAKES; FAILURE ANALYSIS; HYSTERESIS; KETONES; QUALITY ASSURANCE; REINFORCED CONCRETE; RELIABILITY; SEISMIC WAVES; SHEAR STRENGTH; STIFFNESS; TESTING;

BOND; EARTHQUAKE WAVES; EL CENTRO EARTHQUAKE; EXPERIMENTAL INVESTIGATIONS; HYOGOKEN NANBU EARTHQUAKE; HYSTERETIC BEHAVIOR; LOAD-DISPLACEMENT BEHAVIOR; LONGITUDINAL REINFORCEMENTS; PSEUDO-DYNAMIC TEST; PSEUDO-DYNAMIC TESTING; RC COLUMNS; REINFORCED CONCRETE COLUMN; REINFORCED CONCRETE COLUMNS; RESTORING FORCE MODEL; RESTORING FORCE MODELS; REVERSED CYCLIC LOADING; SEISMIC DESIGN; SEISMIC PERFORMANCE; SEISMIC RESPONSE ANALYSIS; TEST RESULTS;

SEISMOLOGY;

COLUMN; CYCLIC LOADING; DUCTILITY; EXPERIMENTAL STUDY; FAILURE ANALYSIS; HYSTERESIS; PERFORMANCE ASSESSMENT; REINFORCED CONCRETE; SEISMIC DESIGN; SEISMIC RESPONSE; SHEAR STRENGTH;

EID: 50149108577     PISSN: 01410296     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.engstruct.2008.02.001     Document Type: Article

References (18)

1. ACI-ASCE Committee 445 on Shear and Torsion. Recent approaches to shear design of structural concrete. Journal of Structural Engineering 124 12 (1998) 1375-1417
2. Hsu T.T.C. Unified approach to shear analysis and design. Cement and Concrete Composites 20 (1998) 419-435
3. Okamura H. Japanese seismic design codes prior to Hyogoken-Nanbu earthquake. Cement and Concrete Composites 19 (1997) 185-192
4. Kawashima K.. Seismic design and retrofit of bridges. In: Proceeding of 12th world conference on earthquake engineering. 2000. Paper no. 2228
5. Sezen H., Whittaker A.S., Elwood K.J., and Mosalam K.M. Performance of reinforced concrete buildings during the August 17, 1999 Kocaeli, Turkey Earthquake, and seismic design and construction practice in Turkey. Engineering Structures 25 (2003) 103-114
6. Japan Roadways Association. Design specification for highway bridges, Part 5, Earthquake resistant design (2002) p. 280 [in Japanese]
7. Pandey G.R., and Mutsuyoshi H. Seismic performance of RC piers with bond controlled reinforcements. ACI Structural Journal 102 2 (2005) 295-304
8. Kani G.N.J. The riddle of shear failure and its solution. ACI Journal 61 4 (1964) 441-467
9. Swamy R.N., Andriopoulos A., and Adepegba D. Arch action and bond in concrete shear failures. Journal of the Structural Division, Proc. of the ASCE 96 ST6 (1970) 1069-1091
10. Takiguchi K., Okada K., and Sakai M. Deforming characteristics of RC members with and without bond. Transactions of the Architectural Institute of Japan 249 (1976) 1-11 [in Japanese]
11. Ikeda S., and Uji K. Studies on the effect of bond on the shear behavior of reinforced concrete beams. Proc. of JSCE (1980) 101-109 [in Japanese]
12. Pandey G.R., Mutsuyoshi H.. Seismic damage mitigation of reinforced concrete bridge piers by unbonding longitudinal reinforcement. In: Proc. of 13th world conference on earthquake engineering. 2004. Paper no. 154
13. Okamura H., and Higai T. Proposed design equation for shear strength of reinforced concrete beams without web reinforcement. Proc. of JSCE 300 (1980) 96-106
14. Takeda T., Sozen M.A., and Nielsen N.N. Reinforced concrete response to simulated earthquakes. Journal of the Structural Division, Proceedings of the American Society of Civil Engineers 96 ST12 (1970) 2557-2573
15. Clough R.W., Johnston W.H.. Effect of stiffness degradation on earthquake ductility requirement. In: Proceedings of Japan earthquake engineering symposium. 1966. p. 195-8
16. Priestly M.J.N., Seible F., and Calvi G.M. Seismic design and retrofit of bridges (1996), Wiley-Interscience p. 704
17. Shing P.B., Mahin S.A.. Pseudodynamic test method for seismic performance evaluation: Theory and implementation. EERC report. UBC/EERC-84/01. Berkeley (CA): University of California; 1984
18. Williams M.S., and Blakeborough A. Laboratory testing of structures under dynamic loads: An introductory review. Philosophical Transactions: Mathematical, Physical and Engineering Sciences, The Royal Society 359 1789 (2001) 1651-1669