Performance-based seismic evaluation of two five-story precast concrete hybrid frame buildings

Journal of Structural Engineering

Volumn 133, Issue 11, 2007, Pages 1489-1500

  Rahman, M Ataur ^a   Sritharan, Sri ^a  

^a Iowa State University   (United States)

Author keywords

Building codes; Concrete, precast; Framed structures; Hybrid methods; Seismic analysis; Seismic design

Indexed keywords

FRAMED STRUCTURES; HYBRID METHODS; PRECAST SEISMIC STRUCTURAL SYSTEM (PRESSS); SEISMIC ANALYSIS;

BUILDING CODES; EARTHQUAKES; PRECAST CONCRETE; PRESTRESSING; REINFORCEMENT; SEISMIC DESIGN;

CONCRETE BUILDINGS;

EID: 35348928088     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)0733-9445(2007)133:11(1489)     Document Type: Article

References (25)

1. Carr, A. J. (2003). RUAUMOKO-Inelastic dynamic analysis program, Univ. of Canterbury, Christchurch, New Zealand.
2. Celik, O., and Sritharan, S. (2004). " An evaluation of seismic design guidelines proposed for precast concrete hybrid frame systems.. " ISU-ERI-Ames Rep. No. ERI-04425, Iowa State Univ., Ames, Iowa, 83-198.
3. Collins, R. H. (1999). " Design of a precast concrete building for seismic loading.. " MSc thesis, Univ. of Washington, Seattle, 37-235.
4. Conley, J., Sritharan, S., and Priestley, M. J. N. (2002). " Precast seismic structural systems PRESSS-3: The five-story precast test building, Vol. 3-1: Wall direction response.. " Report No. SSRP-99/19, Univ. of California, San Diego.
5. Earth Mechanics. (1998). " SHAPE.. " Computer program, Fountain Valley, Calif.
6. Englekirk, R. E. (2002). " Design-construction of the paramount-A 39-story precast prestressed concrete apartment building.. " PCI J., 47 (4), 56-71.
7. International Code Council (ICC). (2000). International building code, Va., 331-377.
8. International Conference of Building Officials (ICBO). (1997). Uniform building code, Whittier, Calif., Vol. 2, 13-38.
9. Nakaki, S. D., Stanton, J. F., and Sritharan, S. (1999). " An overview of the PRESSS five-story precast test building.. " PCI J., 44 (2), 26-39.
10. Pampanin, S., Priestley, M. J. N., and Sritharan, S. (2000). " The five-story precast test building, PRESSS Phase-3, Vol. 3-4, Frame direction response.. " Report No. SSRP-2000/08, Univ. of California, San Diego.
11. Pampanin, S., Priestley, M. J. N., and Sritharan, S. (2001). " Analytical modeling of seismic behavior of precast concrete ductile frame connection.. " J. Earthquake Eng., 5 (3), 329-367.
12. Paulay, T., and Priestly, M. J. N. (1992). Seismic design of reinforced concrete and masonry buildings, Wiley, New York, 142-163.
13. Priestley, M. J. N. (2002). " Direct displacement-based design of precast/prestressed concrete buildings.. " PCI J., 47 (6), 67-79.
14. 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.
15. Seismology Committee. (1999). Recommended lateral force requirements and commentary (Blue book), Structural Engineers Association of California (SEAOC), Calif., 327-421.
16. Sritharan, S. (2002). " Performance of four jointed precast frame systems under simulated seismic loading.. " Proc., 7th National Conf. on Earthquake Engineering, Boston, Paper No. 264.
17. Sritharan, S., Igarashi, A., Priestley, M. J. N., and Seible, F. (1999). " Test design of the PRESSS five-story precast concrete building.. " Proc. 68th SEAOC Annual Convention, Santa Barbara, Calif., 255-261.
18. Sritharan, S., and Ingham, J. M. (2003). " Application of strut-and-tie concepts to concrete bridge joints in seismic regions.. " PCI J., 48 (4), 66-89.
19. Sritharan, S., Pampanin, S., and Conley, J. (2002). " Design verification, instrumentation and test procedures, PRESSS-3: The five-story precast test building, Vol. 3-3.. " ISU-ERI-Ames Rep. No. ERI-03325, Iowa State Univ., Ames, Iowa, 14-68.
20. Stanton, J. F., and Nakaki, S. D. (2002). " Design guidelines for precast concrete seismic structural systems.. " PRESSS Rep. No. 01/03-09, SM-02-02, Univ. of Washington, Seattle.
21. Stanton, J. F., Stone, W. C., and Cheok, G. S. (1997). " A hybrid reinforced precast frame for seismic regions.. " PCI J., 42 (2), 20-32.
22. Stone, W. C., Cheok, G. S., and Stanton, J. F. (1995). " Performance of hybrid moment-resisting precast beam-column concrete connections subjected to cyclic loading.. " ACI Struct. J., 91 (2), 229-249.
23. Structural Engineers Association of California (SEAOC), Performance-Based Seismic Engineering Ad Hoc Subcommittee. (2003). Revised interim guidelines: Performance-based seismic engineering for the SEAOC blue book, Calif., 128-132.
24. Tong, M., Lee, G., Rzhevsky, V., Qi, J. and Shinozuka, M. (2003). " A comparison of seismic risk of non-structural systems in a hospital before and after a major structural retrofit.. " Proc. of Seminar on Seismic Design, Performance and Retrofit of Nonstructural Components in Critical Facilities, ATC-29-2, Redwood City, Calif.
25. Vernu, S., and Sritharan, S. (2004). " Section, member and system level analyses for precast concrete hybrid frames.. " ISU-ERI-Ames Rep. No. ERI-04635, Iowa State Univ., Ames, Iowa, 107-147.