Pushover of Hybrid Coupled Walls. I: Design and Modeling
This article has a reply.
VIEW THE REPLYPublication: Journal of Structural Engineering
Volume 128, Issue 10
Abstract
This paper discusses the design and modeling of a lateral load resisting system comprised of reinforced concrete walls coupled by steel beams i.e., hybrid coupled walls. A number of prototype systems with various levels of coupling are proportioned according to a proposed design method that ensures that a specific degree of coupling is achieved. Detailed finite-element models are created to study the pushover response of the designed prototype systems. The developed models account for the effect of material inelasticity, concrete cracking, opening and closure of the gap between the embedded steel beams and the walls, and geometric nonlinearity. The developed finite-element models are validated through comparisons with test results of a number of reinforced concrete walls and wall-beam subassemblages. Various performance measures are proposed to judge and compare the behavior of the various systems. The behavior of the systems and comparisons between their performance under pushover loading are discussed in a companion paper.
Get full access to this article
View all available purchase options and get full access to this article.
References
American Concrete Institute (ACI). (1999). “Building code requirements for structural concrete (318-99) and commentary (318R-99).” ACI, Farmington Hills, Michigan.
American Institute of Steel Construction (AISC). (1993). Manual of steel construction, AISC, Chicago.
American Institute of Steel Construction (AISC) Seismic. (1997). Seismic provisions for structural steel buildings. AISC, Chicago.
Aristizabal-Ochoa, J. D.(1987). “Seismic Behavior of Slender Coupled Wall Systems.” J. Struct. Eng., 113(10), 2221–2234.
Brown, J. R. (1998). “Fatigue characteristics of reinforcing bars under simulated seismic loading.” MS thesis, Univ. of Central Florida, Orlando, Fla.
DIANA. (2000). Users Manual-DIANA Version 7, DIANA Analysis, P.O. Box 113, 2600 AC Delft, The Netherlands.
El-Tawil, S., and Deierlein, G. G.(1999). “Strength and ductility of concrete encased composite columns.” J. Struct. Eng., 125(9), 1009–1019.
El-Tawil, S., and Kuenzli, C. M. (2002). “Pushover of hybrid coupled walls. II: Analysis and behavior.” J. Struct. Eng., 128(10), 1282–1289.
Federal Emergency Management Agency (FEMA)-302. (1997). “NEHRP Recommended Provisions for Seismic Regulations for New Buildings and Other Structures, Part 1-Provisions.” FEMA 302/February 1998, Building Seismic Safety Council, Washington, D.C.
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.
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.
Kuenzli, C. M. (2001). “Seismic behavior and design of hybrid coupled wall systems.” MS thesis, Univ. of Central Florida, Orlando, Fla.
Mander, J. B., Priestley, M. J. N., and Park, R.(1988). “Theoretical stress-strain model for confined concrete.” J. Struct. Eng., 114(8), 1804–1826.
Oesterle, R. G., Fiorato, A. E., Johal, L. S., Carpenter, J. E., Russell, H. G., and Corley, W. G. (1976). “Earthquake resistant structural walls-tests of isolated walls.” Rep. No. NSF/RA-760815, Construction Technology Laboratories, Portland Cement Association, Skokie, Ill.
Oesterle, R. G., Aristizabal-Ochoa, J. D., Fiorato, A. E., Russell, H. G., and Corley, W. G. (1979). “Earthquake resistant structural walls-tests of isolated walls-phase II.” Rep. No. NSF/RA-790275, Construction Technology Laboratories, Portland Cement Association, Skokie, Ill.
Paulay, T., and Priestley, M. J. N. (1992), Seismic design of reinforced concrete and masonry buildings, Wiley, New York.
Paulay, T., and Santhakumar, A. R.(1976). “Ductile behavior of coupled shear walls.” J. Struct. Div., ASCE, 102(1), 93–108.
Pilakoutas, K. (1990). “Earthquake resistant design of reinforced concrete walls.” PhD thesis, Univ. of London, London.
Popovics, S.(1973). “A numerical approach to the complete stress-strain curve for concrete.” Cem. Concr. Res., 3(5), 583–599.
Precast/Prestressed Concrete Institute (PCI). (1999). PCI design handbook, precast and prestressed concrete, 5th Ed. (MNL 120-99), PCI Chicago.
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.
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.
Thorenfeldt, E., Tomaszewicz, A., and Jensen, J. J. (1987). “Mechanical properties of high strength concrete and application in design.” Proc., Symposium “Utilization of High Strength Concrete,” Stavanger, Norway, June, Tapir, Trondheim, 149–59.
U.S.–Japan Planning Group. (1992). “Recommendations for U.S.–Japan Cooperative Research Program, Phase 5-Composite and Hybrid Structures.” Rep. No. UMCEE 92-29, Univ. of Michigan, Ann Arbor, Mich.
Vecchio, F. J., and Collins, M. P. (1986). “Response of reinforced concrete to in-plane shear and normal stresses.” Publication No. 82-03, Dept. of Civil Engineering, Univ. of Toronto, Toronto, March 1982.
Information & Authors
Information
Published In
Journal of Structural Engineering
Volume 128 • Issue 10 • October 2002
Pages: 1272 - 1281
Copyright
Copyright © 2002 American Society of Civil Engineers.
History
Received: Sep 11, 2001
Accepted: Jan 30, 2002
Published online: Sep 13, 2002
Published in print: Oct 2002
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.