Inelastic behavior and ductility capacity of reinforced concrete bridge piers under earthquake. II: Numerical validation

Journal of Structural Engineering

Volumn 129, Issue 9, 2003, Pages 1208-1219

  Kim, Tae Hoon ^a   Lee, Kwang Myong ^a   Yoon, Chongyul ^b   Shin, Hyun Mock ^a  

^a Sungkyunkwan University   (South Korea)

^b Hong Ik University   (South Korea)

Author keywords

Bridges, piers; Concrete, reinforced; Ductility; Earthquakes; Finite element method; Inelastic action; Simulation; Validation

Indexed keywords

BRIDGES; COMPUTER SIMULATION; DUCTILITY; EARTHQUAKES; ELASTICITY; FINITE ELEMENT METHOD; MATHEMATICAL MODELS; PIERS;

INELASTIC ACTION; SEISMIC DESIGN; SEISMIC LOADING; VALIDATION;

REINFORCED CONCRETE;

EID: 10844243017     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:9(1208)     Document Type: Article

References (9)

1. American Association of State Highway and Transportation Officials (AASHTO). (1996). Standard specifications for highway bridges, 16th Ed., Washington, D.C.
2. Ang, B. G., Priestley, M. J. N., and Paulay, T. (1989). "Seismic shear strength of circular reinforced concrete columns." ACI Struct. J., 86(1), 45-59.
3. Ishibashi, T., and Yoshino, S. (1988). "Study on deformation capacity of reinforced concrete bridge piers under earthquake." J. Jpn. Soc. Civ. Eng., 8(390), 57-66 (in Japanese).
4. Kawashima, K., Hasegawa, K., Nagashima, H., Koyama, T., and Yoshida, T. (1993). "Seismic design method of reinforced concrete bridge piers based on dynamic strength and ductility." Public Works Research Institute Rep., Vol. 190. Ministry of Construction, Tokyo (in Japanese).
5. Kim, T.-H., Lee, K.-M., Yoon, C., and Shin, H. M. (2003). "Inelastic behavior and ductility capacity of reinforced concrete bridge piers under earthquake. I: Theory and formulation." J. Struct. Eng., 129(9), 1199-1209.
6. Park, R. (1998). "Ductility evaluation from laboratory and analytical testing." Proc., Ninth World Conf. on Earthquake Engineering, Vol. VII, Balkema, Rotterdam, 605-616.
7. Saatcioglu, M., Alsiwat, J. M., and Qzcebe, G. (1992). "Hysteretic behavior of anchorage slip in R/C members." J. Struct. Eng., 118(9), 2439-2458.
8. Stevens, N. J., Uzumeri, S. M., and Collins, M. P. (1991). "Reinforced concrete subjected to reversed cyclic shear - Experiments and constitutive model." ACI Struct. J., 88(2), 135-146.
9. Zienkiewicz, O. C., and Taylor, R. L. (1991). The finite element method. Vols. 1 and 2, 4th Ed., McGraw-Hill, New York.