Technical Papers
Sep 8, 2012

Experimental Investigation and Design Method Research on Low-Rise Cold-Formed Thin-Walled Steel Framing Buildings

Publication: Journal of Structural Engineering
Volume 139, Issue 5

Abstract

Cold-formed thin-walled steel residential building systems, because of their good environment protection, seismic performance, and high construction efficiency, have been widely used in the United States, Canada, Japan, and Australia, and recently, they also have had good application in China. Although a variety of studies have been carried out all over the world in the last 20 years, there is no related design code for this kind of building in China. For this reason, a series of research has been conducted in China recently, considering the consistency of standard systems in structural design in China and the newest development in the world. The contents of the paper can be divided into two parts. First, the major research works conducted by the authors over the last 5 years and the main findings are reviewed and summarized. Second, based on a Chinese professional standard, a brief summary of the design methods for cold-formed thin-walled steel framing residential buildings developed by the authors and other researchers in China is introduced.

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Acknowledgments

We are grateful for the financial support by the National Natural Science Foundation of China (Grant No. 50878168), the research fund of State Key Laboratory of Disaster Reduction in Civil Engineering (Grant No. SLDRCE09-B-01), the Kwang-Hua Fund of College of Civil Engineering, Tongji University, and the Doctoral Fund of the Ministry of Education of China (Grant No. 200802470026). We also thank AISI standards for using the formula of estimating distortional buckling capacity for basic cold-formed thin-walled members in JGJ227-2011.

References

American Iron and Steel Institute (AISI). (2007a). “North American specification for the design of cold-formed steel structural members.” S100–S2007, Washington, DC.
American Iron and Steel Institute (AISI). (2007b). North American standard for cold-formed steel framing-lateral design.” S213–S2007, Washington, DC.
Cheng, Y., and Schafer, B. W. (2005). “Distortional buckling test on cold-formed beams.” J. Struct. Eng., 132(4), 515–528.
Corte, G. D., Fiorino, L., and Landolfo, R. (2006). “Seismic behavior of sheathed cold-formed structures: numerical study.” J. Struct. Eng., 132(4), 558–569.
Davies, J. M., and Jiang, C. (1998). “Design for distortional buckling.” J. Constr. Steel Res., 46(1–3), 174–175.
European Recommendations for Steel Construction. (1983). “The design and testing of connections in steel sheeting and sections.” E.C.C.S Committee TC7, Working Group TWG 7.2, Elsevier, Amsterdam, Netherlands.
Fülöp, L. A., and Dubina, D. (2004a). “Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading. Part I: Experimental research.” Thin-Walled Struct., 42(2), 321–338.
Fülöp, L. A., and Dubina, D. (2004b). “Performance of wall-stud cold-formed shear panels under monotonic and cyclic loading. Part II: Numerical modelling and performance analysis.” Thin-Walled Struct., 42(2), 339–349.
Guo, L. (2004). “Shear behavior of light-gauge steel stud walls in residential buildings.” Ph.D. thesis, Xi’an University of Architecture and Technology, Xi’an, China (in Chinese).
Guo, P. (2008). “Experimental and theoretical study on shear performance of cold-formed steel framing walls.” Ph.D. thesis, Xi’an University of Architecture and Technology, Xi’an, China (in Chinese).
Hancock, G. J. (1985). “Distortional buckling of steel storage rack columns.” J. Struct. Eng., 111(12), 2770–2783.
Huang, Z. H. G., Su, M. Z., and He, B. K. (2011). “Shaking table test on seismic behaviors of three-story cold-formed thin-wall steel residential buildings.” China Civil Eng. J., 44(2), 72–81 (in Chinese).
LaBoube, R. A., and Sokol, M. A. (2002). “Behavior of screw connections in residential construction.” J. Struct. Eng., 128(1), 115–118.
Landolfo, R., Fiorino, L., and Corte, G. D. (2006). “Seismic behavior of sheathed cold-formed structures: Physical tests.” J. Struct. Eng., 132(4), 570–581.
Lange, J., and Naujoks, B. (2006). “Behaviour of cold-formed steel shear walls under horizontal and vertical loads.” Thin-Walled Struct., 44(12), 1214–1222.
Li, B. (2008). Shear resistance of cold-formed steel compound wall with openings, Suzhou University of Science and Technology, Suzhou, China (in Chinese).
Li, M., Hu, D., Shi Y., and Zhou, D. (2001). “Evaluation of the amending for building structures safety level.” Research Rep., China Academy of Building Research Architectural Design Institute, Beijing (in Chinese).
Li, Y. Q., and Shen, Z. Y. (2009). “Experimental research on load-carrying capacities of self-drilling screw connections of high strength cold-formed super thin-walled steel structures.” Research Rep., Tongji Univ., Shanghai, China (in Chinese).
Li, Y. Q., Liu, X., Shen, Z. Y., and Yao, X. Y. (2010a). “Experimental study and load-carrying capacity analysis of eccentrically-compressed high-strength cold-formed thin-walled steel channel columns.” J. Build. Struct., 31(11), 17–25 (in Chinese).
Li, Y. Q., Liu, F., Shen, Z. Y., and Yao, X. Y. (2010b). “Shear behaviors of light-gauge composite walls under monotonic and cyclic loads.” Proc., 20th Int. Specialty Conf. Cold-Formed Steel Struct., American Iron and Steel Institute, 399–413.
Li, Y. Q., Ma, R. K., and Yao, X. Y. (2010c). “Shear behavior of screw connections for cold-formed steel structures.” Proc., 20th Int. Specialty Conf. Cold-Formed Steel Struct., American Iron and Steel Institute, 493–503.
Li, Y. Q., Shen, Z. Y., and Wang, L. (2007). “Design reliability analysis of high-strength cold-formed thin-walled steel members with lipped channel sections.” Thin-Walled Struct., 45(4), 473–492.
Li, Y. Q., Shen, Z. Q., Wang, L., Wang, S. K., and Liu, X. (2010d). “Design reliability analysis of high-strength cold-formed thin-walled steel members with lipped channel sections.” J. Build. Struct., 31(11), 36–44 (in Chinese).
Li, Y. Q., Wang, S. K., Shen, Z. Y., Wang, S. K., and Yao, X. Y. (2010e). “Experimental study and load-carrying capacity analysis of high-strength cold-formed thin-walled steel channel column under axial compression.” J. Build. Struct., 31(11), 10–16 (in Chinese).
Liu, F. (2009). Seismic behaviors of cold-formed thin-walled steel structures of low-rise residential buildings, Tongji University, Shanghai, China (in Chinese).
Liu, F., Li, Y. Q., and Shen, Z. Y. (2009). “Analysis on load-carrying capacity of new cold-formed thin-walled steel roof truss.” J. Huaqiao Univ., 30(6), 698–703.
Nie, S. H. (2006). “Research on simplified method of calculation for shear resistance of cold-formed steel stud composed wall.” M.S. thesis, Chang’an Univ., Xi’an, China (in Chinese).
Schafer, B. W. (1997). “Cold-formed steel behavior and design: Analytical and numerical modeling of elements and members with longitudinal stiffeners.” Ph.D. thesis, Cornell Univ., Ithaca, New York.
Schafer, B. W. (2002). “Local, distortional, and Euler buckling in thin-walled columns.” J. Struct. Eng., 128(3), 289–299.
Schafer, B. W., and Pekoz, T. (1999). “Laterally braced cold-formed steel flexural members with edge stiffened flanges.” J. Struct. Eng., 125(2), 118–127.
Serrette, R., and Nolan, D. P. (2009). “Reversed cyclic performance of shear walls with wood panels attached to cold-formed steel with pins.” J. Struct. Eng., 135(8), 959–967.
Shen, Z. Y., and Li, Y. Q. (2007). “Study on load-carrying capacity for cold-formed steel columns under eccentrically axial compression.” Research Rep., Tongji Univ., Shanghai, China (in Chinese).
Shen, Z. Y., and Li, Y. Q. (2009a). “Study on load-carrying capacity for cold-formed steel columns under axial compression.” Research Rep., Tongji Univ., Shanghai, China (in Chinese).
Shen, Z. Y., and Li, Y. Q. (2009b). “Study on load-carrying capacity for cold-formed steel columns under eccentrically axial compression.” Research Rep., Tongji Univ., Shanghai, China (in Chinese).
Shen, Z. Y., and Li, Y. Q. (2009c). “Study on load-carrying capacity for cold-formed steel columns under bending load.” Research Rep., Tongji Univ., Shanghai, China (in Chinese).
Standards Australia (2005). “Cold-formed steel structures.” AS/NZS4600-2005, Sydney, Australia.
Standards China. (1996). “Specificating of testing method for earthquake resistant building.” JGJ101-1996, Beijing (in Chinese).
Standards China. (2001). “Unified standard of reliability design for building structures.” GB50068-2001, Beijing (in Chinese).
Standards China. (2002) “Technical code of cold-formed thin-wall steel structures.” GB50018-2002, Beijing (in Chinese).
Standards China. (2003). “Code for design of steel structures.” GB50017-2003, Beijing (in Chinese).
Standards China. (2006). “Load code for the design of building structures.” GB50009-2006, (in Chinese).
Standards China. (2010). “Code for seismic design of building.” GB50011-2010, Beijing (in Chinese).
Standards China. (2011). “Technical specification for low-rise cold-formed thin-walled steel buildings.” JGJ227-2011, Beijing (in Chinese).
Teng, J. G., Yao, J., and Zhao, Y. (2003). “Distortional buckling of channel beam-columns.” Thin-Walled Struct., 41(7), 595–617.
Xiong, Z. H. G. (2008). Study on the behavior of cold-formed steel framing shear walls with openings in residential structures, Chang’an University, Xi’an, China (in Chinese).
Xu, L., and Martinez, J. (2006). “Strength and stiffness determination of shear wall panels in cold-formed steel framing.” Thin-Walled Struct., 44(10), 1084–1095.
Yang, D. M., and Hancock, G. J. (2002a). “Compression tests of cold-reduced high-strength steel stub columns.” Research Rep. No. R815, Univ. of Sydney, Sydney, Australia.
Yang, D. M., and Hancock, G. J. (2002b). “Compression tests of cold-reduced high strength steel long columns.” Research Rep. No. R816, Univ. of Sydney, Sydney, Australia.
Yao, X. Y. (2007). “Experimental and theoretical research of distortional buckling of high-strength cold-formed thin-walled lipped channel column under axial compression.” M.S. thesis, Xi’an Univ. of Architecture and Technology, Xi’an, China (in Chinese).
Zhou, T. H., Shi, Y., and He, B. K. (2006a). “Experimental research on the shear resistance of cold-formed steel stud composed wall.” J. Xi'an Univ. Archit Tech., 38(1), 83–88 (in Chinese).
Zhou, X. H., Shi, Y., Zhou, T. H., and Di, J. (2006b). “Study on shear resistance of cold-formed steel stud walls in residential structures.” J. Build. Struct., 27(3), 42–47 (in Chinese).

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 139Issue 5May 2013
Pages: 818 - 836

History

Received: Sep 1, 2011
Accepted: Sep 6, 2012
Published online: Sep 8, 2012
Published in print: May 1, 2013

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Authors

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Professor, Dept. of Building Engineering, Tongji Univ., State Key Laboratory of Disaster Reduction in Civil Engineering, Shanghai 200092, China. E-mail: [email protected]
Professor, Dept. of Building Engineering, Tongji Univ., State Key Laboratory of Disaster Reduction in Civil Engineering, Shanghai 200092, China. E-mail: [email protected]
Xingyou Yao [email protected]
Graduate Student, Dept. of Building Engineering, Tongji Univ., Shanghai 200092, China (corresponding author). E-mail: [email protected]
Graduate Student, Dept. of Building Engineering, Tongji Univ., Shanghai 200092, China. E-mail: [email protected]
Graduate Student, Dept. of Building Engineering, Tongji Univ., Shanghai 200092, China. E-mail: [email protected]

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