Seismic performance of repaired hollow-bridge piers

Construction and Building Materials

Volumn 17, Issue 5, 2003, Pages 339-351

  Cheng, Chin Tung ^a   Yang, Jyh Csyang ^a   Yeh, Yeong Kae ^b   Chen, Shen En ^c  

^a NATIONAL KAOHSIUNG UNIVERSITY OF APPLIED SCIENCES   (Taiwan)

^b NATIONAL CENTER FOR RESEARCH ON EARTHQUAKE ENGINEERING   (Taiwan)

^c University of Alabama at Birmingham   (United States)

Author keywords

Flexure; FRP; Hollow columns; Lap splice; Repair; Seismic performance; Shear

Indexed keywords

COLUMNS (STRUCTURAL); DEFORMATION; EARTHQUAKE EFFECTS; FAILURE ANALYSIS; HINGES; SEISMOLOGY;

HOLLOW-BRIDGE PIERS;

BRIDGE PIERS;

EID: 0038685804     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/S0950-0618(02)00119-8     Document Type: Article

References (17)

1. Tylor A.W., Breen J.E. Design recommendations for thin-walled box piers and pylons. 1994;36-41 Concrete International.
2. Mander J.B. Seismic design of bridge piers. PhD Dissertations. 1984;Department of Civil Engineering, University of Canterbury, Christchurch, New Zealand.
3. Seible F., Priestley M.J.N., Hegemier G.A., Innamorato D. Seismic retrofit of RC columns with continuous carbon fiber jackets. J Compos Constr. 1:(2):1997;52-62.
4. Saadamanesh H., Ehsani M.R., Jin L. Seismic strengthening of circular bridge pier models with fiber composites. ACI Struct J. 93:(6):1996;639-647.
5. Dutta A., Mander J.B., Kokorina T. Retrofit for control and reparability of damage. Earthquake Spectra. 15:(4):1999;657-679.
6. Lehman D.E., Gookin S.E., Nacamuli A.M., Moehle J.P. Repair of earthquake-damaged bridge columns. ACI Struct J. 98:(2):2001;233-242.
7. Priestley M.J.N., Park R., Seible F., Calvi G.M. Seismic design and retrofit of bridges. 1996;John Wiley and Sons. p. 308.
8. Cheng C.-T., Mander J.B. Seismic design of bridge columns based on control and reparability of damage. Technical report, NCEER 97-0013. 1997;National Center of Earthquake Engineering Research, Buffalo, New York.
9. Yeh Y.-K., Mo Y.L., Yang C.Y. Seismic performance of hollow circular bridge piers. ACI Struct J. 98:(6):2001;862-871.
10. Yeh Y.-K., Mo Y.L., Yang C.Y. Full-scale tests on rectangular hollow bridge piers. Mater Struct. 35:2002;117-125.
11. Priestley M.J.N., Park R. Strength and ductility of concrete bridge columns under seismic loading. ACI Struct J. 84:(1):1987;61-75.
12. Building code requirement for reinforced concrete and commentary. 1995;American Concrete Institute, Detroit.
13. Mander J.B., Dutta A.A. Practical energy-based design methodology for performance base seismic engineering. SEAOC Annual Convention, Maui, Hawaii. 1996.
14. Priestley M.J.N., Seible F., Xiao Y., Verma R. Steel jacket retrofitting of RC bridge columns for enhanced shear strength-part1: Theoretical consideration and test design. ACI Struct J. 91:(4):1994;394-405.
15. Aschhiem M., Moehle J.P., Werner S.D. Deformability of concrete columns. Project report under contract no. 59Q122. 1993;California Department of Transportation, Division of Structure, Sacramento, California.
16. Memo to designers change letter 02. 1995;California Department of Transportation, Sacramento, California.
17. Yeh Y.K., Mo Y.L., Chou T.K. Full scale tests on ductility, shear strength and retrofit of reinforced concrete hollow columns (III). Technical report no. 01-034. 2001;National Center on Research of Earthquake Engineering, Taiwan.