Pushover of hybrid coupled walls. II: Analysis and behavior

Journal of Structural Engineering

Volumn 128, Issue 10, 2002, Pages 1282-1289

  El Tawil, Sherif ^a   Kuenzli, Christopher M ^a  

^a UNIVERSITY OF CENTRAL FLORIDA   (United States)

Author keywords

Beams; Connections; Coupled walls; Displacement; Risk

Indexed keywords

BEAMS AND GIRDERS; RISK ASSESSMENT; SHEAR DEFORMATION; STIFFNESS; TOUGHNESS; WALLS (STRUCTURAL PARTITIONS);

HYBRID COUPLED WALLS; PLASTIC HINGING; SHEAR DISTORTIONS;

STRUCTURAL ANALYSIS;

EID: 0038524503     PISSN: 07339445     EISSN: None     Source Type: Journal    
DOI: None     Document Type: Article

References (15)

1. Aktan, A. E., and Bertero, V. V. (1984). "Seismic response of R/C frame-wall structures." J. Struct. Eng., 110(8), 1803-1821.
2. American Institute of Steel Construction (AISC) Seismic. (1997). Seismic provisions for structural steel buildings, AISC, Chicago.
3. El-Tawil, S., Kuenzli, C. M., and Hassan, M. (2002). "Pushover of hybrid coupled walls. I: Design and modeling." J. Struct. Eng., 128(10), 1272-1281.
4. Federal Emergency Management Agency (FEMA)-273. (1997). "NEHRP guidelines for the seismic rehabilitation of buildings." FEMA 273/October 1997, Applied Technology Council (ATC-33 Project), Redwood City, Calif.
5. Federal Emergency Management Agency (FEMA)-302. (1997). "NEHRP recommended provisions for seismic regulations for new buildings and other structures. Part I - Provisions." FEMA 302/February 1998, Building Seismic Safety Council, Washington, D.C.
6. Federal Emergency Management Agency (FEMA)-303. (1997). "NEHRP recommended provisions for seismic regulations for new buildings and other structures. Part II - Commentary." FEMA 303/February 1998, Building Seismic Safety Council, Washington, D.C.
7. Federal Emergency Management Agency (FEMA)-356. (2000). "Prestandard and commentary for the seismic rehabilitation of buildings." FEMA 356/November 2000, Building Seismic Safety Council, Washington, D.C.
8. Gong, B., and Shahrooz, B. M. (2001). "Concrete-steel composite coupling beams: Part II: Subassembly testing and design verification." J. Struct. Eng., 127(6), 632-638.
9. Harries, K. A., Mitchell, D., Cook, W. D., and Redwood, R. G. (1993). "Seismic response of steel beams coupling concrete walls." J. Struct. Eng., 119(12), 3611-3629.
10. Harries, K. A., Mitchell, D., Redwood, R. G., and Cook, W. D. (1998). "Nonlinear seismic response predictions of walls coupled with steel and concrete beams." Can. J. Civ. Eng., 25(5), 803-818.
11. Harries, K. A., Gong, B., and Shahrooz, B. M. (2000). "Behavior and design of reinforced concrete, steel, and steel-concrete coupling beams." Earthquake Spectra, 16(4), 775-799.
12. Kuenzli, C. M. (2001). "Seismic behavior and design of hybrid coupled wall systems." MS thesis, Univ. of Central Florida, Orlando, Fla.
13. Precast/Prestressed Concrete Institute (PCI). (1999). PCI design handbook, Precast and prestressed concrete, 5th Ed. (MNL 120-99). PCI Chicago.
14. Remmetter, M. E., Qin, F., and Shahrooz, B. M. (1992). "Seismic resistance of composite coupled structural walls." Rep. No. UC-CII 92/01, Cincinnati Infrastructure Institute, Univ. of Cincinnati, Cincinnati.
15. Shahrooz, B. M., Remetter, M. E., and Qin, F. (1993). "Seismic design and performance of composite coupled walls." J. Struct. Eng., 119(11), 3291-3309.