Nonlinear behavior of posttensioned hybrid coupled wall subassemblages

Journal of Structural Engineering

Volumn 128, Issue 10, 2002, Pages 1290-1300

  Shen, Qiang ^a   Kurama, Yahya C ^a  

^a UNIVERSITY OF NOTRE DAME   (United States)

Author keywords

Concrete, prestressed; Coupled walls; Coupling; Post tensioning; Seismic design; Walls

Indexed keywords

COMPRESSIVE STRENGTH; INTERFACES (MATERIALS); NONLINEAR SYSTEMS; REINFORCED CONCRETE; SEISMOLOGY; STUDS (FASTENERS);

HYBRID COUPLED WALLS; POST TENSIONING; SEISMIC DESIGNS;

WALLS (STRUCTURAL PARTITIONS);

EID: 4544314839     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

1. Cheok, G., and Lew, H. (1993). "Model precast concrete beam-to-column connections subjected to cyclic loading." PCI J., 38(4), 80-92.
2. El-Sheikh, M., Sause, R., Pessiki, S., and Lu, L. (1999). "Seismic behavior and design of unbonded post-tensioned precast concrete frames." PCI J., 44(3), 54-71.
3. Harries, K (2001). "Ductility and deformability of coupling beams in reinforced concrete coupled walls." Earthquake Spectra, 17(3), 457-478.
4. Harries, K., Gong, B., and Shahrooz, B. (2000). "Behavior and design of reinforced concrete, steel, and steel-concrete coupling beams." Earthquake Spectra, 16(4), 775-799.
5. Harries, K., Mitchell, D., Cook, W., and Redwood, R. (1993). "Seismic response of steel beams coupling concrete walls." J. Struct. Eng., 119(12), 3611-3629.
6. Kishi, N., and Chen, W. (1990). "Moment-rotation relations of semirigid connections with angles." J. Struct. Eng., 116(7), 1813-1834.
7. Lorenz, R., Kato, B., and Chen, W. (1993). "Semi-rigid connections in steel frames." Council on tall buildings and urban habitat, committee 43, McGraw-Hill, New York.
8. Mander, J., Priestley, M., and Park, R. (1988). "Theoretical stress-strain model for confined concrete." J. Struct. Eng., 114(8), 1804-1826.
9. Prakash, V., Powell, G., and Campbell, S. (1993). "DRAIN-2DX base program description and user guide; Version 1.10." Rep. No. UCB/SEMM-93/17. Dept. of Civil Engineering, Univ. of California, Berkeley, Calif.
10. Priestley, M., Sritharan, S., Conley, J., and Pampanin, S. (1999). "Preliminary results and conclusions from the PRESSS five-story precast concrete test building." PCI J., 44(6), 42-67.
11. Ricles, J., Sause, R., Garlock, M., and Zhao, C. (2001). "Posttensioned seismic-resistant connections for steel frames." J. Struct. Eng., 127(2), 113-121.
12. Shahrooz, B., Remmetter, M., and Qin, F. (1993). "Seismic design and performance of composite coupled walls." J. Struct. Eng., 119(11), 3291-3309.
13. Shen, Q. (2003). "Seismic analysis, behavior, and design of unbonded post-tensioned hybrid coupled walls." PhD dissertation, Univ. of Notre Dame, Notre Dame, Ind., in preparation.
14. Sims, J. (2000). ''Flange angle behavior in semi-rigid connections for steel PR frames." MS thesis, Univ. of Notre Dame, Notre Dame, Ind.
15. Swanson, J., and Leon, R. (1999). "SAC steel project." School of Civil and Environmental Engineering, Georgia Institute of Technology, Atlanta, (http://www.ce.gatech.edu/~sac/)