Seismic performance of precast reinforced and prestressed concrete walls

Journal of Structural Engineering

Volumn 129, Issue 3, 2003, Pages 286-296

  Holden, Tony ^a   Restrepo, Jose ^b   Mander, John B ^c  

^a Univ of California at San Diego ^*  (United States)

^b UNIVERSITY OF CALIFORNIA   (United States)

^c UNIVERSITY OF CANTERBURY   (New Zealand)

Author keywords

Concrete, precast; Concrete, reinforced; Seismic stability; Walls

Indexed keywords

ELASTICITY; ENERGY DISSIPATION; FIBERS; GEOMETRY; LOADING; SEISMOLOGY; STEEL; TENSILE STRESS;

CONCRETE WALLS; PRESTRESSED WALL SYSTEMS; SEISMIC STABILITY; STEEL FIBERS;

REINFORCED CONCRETE;

EID: 2342501135     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2003)129:3(286)     Document Type: Article

References (17)

1. Chopra, A. K. (1995). Dynamics of structures: Theory and applications to earthquake engineering, Prentice-Hall, Englewood Cliffs, N.J.
2. Collins, M., and Mitchell, D. (1991). Prestressed concrete structures, Prentice-Hall, Englewood Cliffs, N.J.
3. Constantin, C., Filiatrault, A., Uang, C-M., and Foltz, B. (2001). "A post-tensioned energy-dissipating connection for moment-resisting steel structures." Proc., 1st Conf. on Steel and Composite Structures, 1621-1628.
4. Fintel, M. (1995). "Performance of buildings with shear walls in earthquakes in the last thirty years." PCI J., 40(3), 62-80.
5. Holden, T. J., Restrepo, J. I. and Mander, J. B. (2001). "A comparison of the seismic performance of precast wall construction: Emulation and hybrid approaches." Research Rep. 2001-4, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch. New Zealand.
6. Kurama, Y., Pessiki, S., Sause, R., and Lu, W-L. (1999). "Seismic behavior and design of unbonded post-tensioned precast concrete walls." PCI J., 44(3), 72-93.
7. Mander, J. B., and Cheng, C-T. (1997). "Seismic resistance of bridge piers based on damage avoidance design." Tech. Rep. No. NCEER-97-0014, National Center for Earthquake Engineering Research, Dept. of Civil and Environmental Engineering, State Univ. of New York, Buffalo, N.Y.
8. Priestley, M. J. N., Sritharan, S., Conley, J. R., and Pampanin, S. (1999). "Preliminary results and conclusions from the PRESSS five-story precast concrete test building." PCI J., 44(6), 42-67.
9. Priestley, M. J. N., and Tao, J-T., (1993). "Seismic response of precast prestressed concrete frames with partially debonded tendons." PCI J., 38(1), 58-69.
10. Rahman, A. and Restrepo, J. I. (2000). "Earthquake resistant precast concrete buildings: Seismic performance of cantilever walls prestressed using unbonded tendons " Research Rep. No. 2000-5, Dept. of Civil Engineering, Univ. of Canterbury, Christchurch, New Zealand.
11. Ricles, J. M., Sause, R., Garlock, M. M., and Zhao, C. (2001). "Posttensioned seismic-resistant connections for steel frames," J. Struct. Eng., 127(2). 113-121.
12. Skinner, R. I., Robinson, W. H., and McVerry, G. H. (1993) An introduction to seismic isolation, Wiley, New York.
13. Standards New Zealand. (1995). "Concrete structures standard." Wellington, New Zealand.
14. Stanton, J., Stone, W., and Cheok, G. S. (1997). "A hybrid reinforced precast frame for seismic regions." PCI J., 42(2), 20-32.
15. Toranzo, L., Carr, A. J., and Restrepo, J. I. (2001). "Displacement based design of rocking walls incorporating hysteretic energy dissipators. " Proc., 7th Int. Seminar on Seismic, Passive Energy Dissipation and Active Control of Vibration of Structures.
16. Wood, S., Wright, J., and Moehle, J. (1987). "The 1985 Chile earthquake, observations on earthquake-resistant construction in Vina del Mar." Civil Engineering Studies, Structural Research Series No. 532, Univ. of Illinois, Urbana, Ill.
17. Wyllie, L. A. Jr., and Filson, J. R. (1989). ''Armenia earthquake reconnaissance report." Earthquake Spectra Publication No. 89.01, Special Supplement.