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Oct 1, 2007

Cast Modular Panel Zone Node for Steel Special Moment Frames. II: Experimental Verification and System Evaluation

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Publication: Journal of Structural Engineering
Volume 133, Issue 10

Abstract

A companion paper has described the analytical development of a panel zone dissipator modular node (PZ-MN) prototype for use in seismic-resistant steel moment frames. The PZ-MN dissipates energy through stable yielding of its panel zone, an objective accomplished by mitigating the effects of panel zone distortion on the surrounding members. The PZ-MN is configured directly for this purpose through a casting process. This paper presents experimental verification of the PZ-MN prototype. This process relied heavily on interaction with industry partners to create a castable and constructible shape. The PZ-MN prototype was cast at full scale, fabricated and subjected to FEMA-350 qualification testing with and without gravity load. The PZ-MN prototype exhibited remarkable performance, greatly exceeding qualifying drift angles and possessing exceptional hysteretic characteristics. Using models based on these characteristics, frame performance is evaluated. Design guidelines are given on the basis of the analytical and experimental results.

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Acknowledgments

This research was supported by NSF CAREER Award Grant No. NSFCMS-01-96120. Supplemental funds were provided by the American Institute of Steel Construction (AISC) and the Steel Founder’s Society of America (SFSA). Industry Partners Varicast, Inc. and Able Steel created the prototype specimens. The reaction frame was provided through a donation by ConXtech, Inc.; the computer laboratory through a grant from Intel, Inc.; and the finite element software was donated by industry partner Swanson, Inc. (ANSYS). The writers are grateful for this support. Any opinions, findings, and conclusions or recommendations expressed in this material are those of the writers and do not necessarily reflect the views of the National Science Foundation.

References

Able Steel. (2002). PZ-MN welding procedure specification, Mesa, Ariz.
American Institute of Steel Construction (AISC). (1997). Seismic provisions for structural steel buildings, Chicago.
American Institute of Steel Construction (AISC). (2002). Seismic provisions for structural steel buildings, Chicago.
American Society for Testing and Materials (ASTM). (2003). “Standard specification for steel castings, carbon, and alloy, chemical requirements similar to standard wrought grades.” ASTM standard A915/A915M-93, ASTM International, West Conshohocken, Pa.
ANSYS, Inc. (1999). ANSYS user’s manual—Version 5.6, Canonsburg, Pa.
Englekirk, R. E. (1994). Steel structures: Controlling behavior through design, Wiley, New York.
Federal Emergency Management Agency (FEMA). (2000a). “Recommended seismic design criteria for new steel moment-frame buildings.” FEMA-350, prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, D.C.
Federal Emergency Management Agency (FEMA). (2000b). “State of the art report on systems performance of steel moment frames subject to earthquake ground shaking.” FEMA-355C, prepared by the SAC Joint Venture for the Federal Emergency Management Agency, Washington, D.C.
Fleischman, R. B., Li, X., Pan, Y., and Sumer, A. (2007). “Cast modular panel zone node for steel special moment frames. I: Analytical development.” J. Struct. Eng., 133(10), 1393–1403.
International Code Council, Inc. (ICC). (2003). International building code, Washington, D.C.
Miranda, E., and Bertero, V. V. (1994). “Evaluation of strength reduction factors for earthquake-resistant design.” Earthquake Spectra, 10(2), 357–379.
Monroe, R. (1995). “Steel castings.” Proc., 12th SFSA T&O Conf., Chicago.
Somerville, P., Smith, N., Punyamurthula, S., and Sun, J. (1997). “Development of ground motion time histories for Phase 2 of the FEMA/SAC Steel Project.” SAC Background Document, Rep. No. SAC/BD-97/04, Applied Technology Council, Redwood City, Calif.
Sumer, A., Fleischman, R. B., and Palmer, N. J. (2006). “Development of a cast modular connector for seismic-resistant steel noment frames. Part 2: Experimental verification.” Eng. J., in press.
Varicast. (2002). Steel Casting Mechanical Testing Reports, Portland, Ore.

Information & Authors

Information

Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 133Issue 10October 2007
Pages: 1404 - 1414

History

Received: Sep 8, 2003
Accepted: Oct 9, 2006
Published online: Oct 1, 2007
Published in print: Oct 2007

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Notes

Note. Associate Editor: Sherif El-Tawil

Authors

Affiliations

Robert B. Fleischman
Associate Professor, Dept. of Civil and Engineering Mechanics, Univ. of Arizona, Tucson, AZ 85721-0072.
Nathan J. Palmer
Engineer, Parsons Brinkerhoff, Tempe, AZ 85282.
Ge Wan
Res. Asst., Dept. of Civ. and Eng. Mech., Univ. of Arizona, Tucson, AZ 85721-0072.
Xuejun Li
Engineer, Pinnacle Engineering, Houston, TX 77063.

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