TECHNICAL PAPERS
Aug 25, 2010

Seismic Design and Behavior of Ductile Knee-Braced Moment Frames

Publication: Journal of Structural Engineering
Volume 137, Issue 5

Abstract

The design and behavior of a ductile structural system called a knee-braced moment frame (KBMF) are presented in this paper. The design of this structural system is based on a capacity-design concept that results in ductile behavior. For this system, the frames are designed so that the knee braces will yield and buckle under seismic loads; this is followed by plastic hinging of beams at the ends of the beam segments outside the knee portions. Through this concept, inelastic activities are confined to the designated elements. The knee braces also provide much less obstruction than the braces of conventional systems, making this structural system architecturally attractive. The design concept of this new structural system is addressed first. Results from an experimental study into the seismic behavior of the proposed system are then presented. Two approximately half-scale KBMF specimens were tested. The load-deformation characteristics obtained from the test indicate that the newly developed system can be a viable alternative to conventional structural systems. Finally, results from dynamic analyses of an example KBMF structure designed by the proposed method are provided.

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Acknowledgments

This research work was supported by funding from the UNSPECIFIEDRoyal Thai Government through King Mongkut’s University of Technology–Asian Institute of Technology joint research program and from the UNSPECIFIEDNational Research Council of Thailand. The authors gratefully acknowledge the support from the above agencies. Generous assistance from the Italian-Thai Development Public Company Limited in the fabrication of the test specimens is also gratefully acknowledged. The conclusions in this paper are those of the authors and may not necessarily reflect the views of the sponsors.

References

American Institute of Steel Construction (AISC). (2005a). “Prequalified connections for special and intermediate steel moment frames for seismic applications.” ANSI/AISC 358-05, AISC, Chicago.
American Institute of Steel Construction (AISC). (2005b). “Seismic provisions for structural steel buildings.” ANSI/AISC 341-05, AISC, Chicago.
Aristizabal-Ochoa, J. D. (1986). “Disposable knee bracing: improvement in seismic design of steel frames.” J. Struct. Eng., 112(7), 1544–1552.
Balendra, T. (1991). “Preliminary studies into the behavior of knee braced frames subject to seismic loading.” Eng. Struct., 13(1), 67–74.
Balendra, T., Yu, C. H., and Lee, F. L. (2001). “An economical structural system for wind and earthquake loads.” Eng. Struct., 23(5), 491–501.
Black, R. G., Wenger, W. A., and Popov, E. P. (1980). “Inelastic buckling of steel struts under cyclic load reversal.” Rep. No. UCB/EERC-80/40, Earthquake Engineering Research Center, Univ. of California, Berkeley, Berkeley, CA.
Engelhardt, M. D., and Popov, E. P. (1989). “On design of eccentrically braced frames.” Earthquake Spectra, 5(3), 495–511.
Engelhardt, M. D., and Popov, E. P. (1992). “Experimental performance of long links in eccentrically braced frames.” J. Struct. Eng., 118(11), 3067–3088.
Federal Emergency Management Agency (FEMA). (2000a). “Recommended seismic design criteria for new steel moment-frame buildings.” FEMA-350, Federal Emergency Management Agency, Washington, DC.
Federal Emergency Management Agency (FEMA). (2000b). “Recommended specifications and quality assurance guidelines for steel moment-frame construction for seismic applications.” FEMA 353, Federal Emergency Management Agency, Washington, DC.
Fell, B. V., Kanvinde, A. M., Dierlein, G. G., and Myers, A. T. (2009). “Experimental investigation of inelastic cyclic buckling and fracture of steel braces.” J. Struct. Eng., 135(1),19–32.
Goel, S. C., and Chao, S.-H. (2008). Performance-based plastic design: Earthquake-resistant steel structures, International Code Council, Washington, DC.
Inouel, K., Suita, K., Takeuchi, I., Chusilp, P., Nakashima, M., and Zhou, F. (2006). “Seismic-resistant weld-free steel frame buildings with mechanical joints and hysteretic dampers.” J. Struct. Eng., 132(6), 864–872.
International Code Council (ICC). (2000). International building code,ICC, Washington, DC.
Lee, K., and Bruneau, M. (2005). “Energy dissipation of compression members in concentrically braced frames: review of experimental data.” J. Struct. Eng., 131(4), 552–559.
Rai, D. C., Goel, S. C., and Firmansjah, J. (1996). “SNAP 2D-X: A general purpose computer program for nonlinear structural analysis.” UMCEE 96-21, Dept. of Civil and Environment Engineering, Univ. of Michigan, Ann Arbor, MI.
Remennikov, A. M., and Walpole, W. R. (1998). “A note on compression strength reduction factor for a buckled strut in seismic-resisting braced system.” Eng. Struct., 20(8), 779–782.
Sabelli, R. (2001). “Research on improving the seismic behavior of earthquake-resistant steel braced frames.” EERI/FEMA NEHRP Professional Fellowship Rep., Earthquake Engineering Research Institute, Oakland, CA.
Sarraf, M., and Bruneau, M. (1996). “Cyclic testing of existing and retrofitted riveted stiffened seat angle connections.” J. Struct. Eng., 122(7), 762–775.
Schneider, S. P., and Amidi, A. (1998). “Seismic behavior of steel frames with deformable panel zones.” J. Struct. Eng., 124(1), 35–42.
Seo, Y., and Kim, J. (2003). “Seismic design of steel structures with buckling-restrained knee braces.” J. Constr. Steel Res., 59(12), 1477–1497.
Somerville, P. G., Smith, M., Punyamurthula, S., and Sun, J. (1997). “Development of ground motion time histories for phase 2 of the FEMA/SAC steel project.” SAC/BD-97/04, SAC Joint Venture, Sacramento, CA.
Uang, C. M., and Nakashima, M. (2004). “Steel buckling-restrained frames.” 16, Earthquake engineering: From engineering seismology to performance-based engineering, Y. Bozorgnia and V. V. Bertero, eds, CRC Press, Boca Raton, FL.
Uriz, P., Filippou, F. C., and Mahin, S. A. (2008). “Model for cyclic inelastic buckling of steel braces.” J. Struct. Eng., 134(4), 619–628.
Uriz, P., and Mahin, S. A. (2008). “Toward earthquake-resistant design of concentrically braced steel-frame structures.” PEER-2008/08, Pacific Earthquake Engineering Research Center (PEER), Univ. of California, Berkeley, Berkeley, CA.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 137Issue 5May 2011
Pages: 579 - 588

History

Received: Jul 12, 2009
Accepted: Aug 5, 2010
Published online: Aug 25, 2010
Published in print: May 1, 2011

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Authors

Affiliations

Sutat Leelataviwat
Assistant Professor, Dept. of Civil Engineering, King Mongkut’s Univ. of Technology, Bangkok, Thailand (corresponding author). E-mail: [email protected]
Bunyarit Suksan
Structural Engineer, Worley Parsons (Thailand) Co., Ltd., Bangkok, Thailand.
Jarun Srechai
Doctoral Student, Dept. of Civil Engineering, Chulalongkorn Univ., Bangkok, Thailand.
Pennung Warnitchai
Associate Professor, School of Engineering and Technology, Asian Institute of Technology, Patumthani, Thailand.

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