Yu W., LaBoube R.A. Cold-Formed Steel Design

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5.131 Marsh, C.: “Design of Single and Multiple Angle Columns

and Beams,” Journal of Structural Engineering, ASCE,

vol. 123, no. 7, July 1997.

5.132 Young, B., and K. J. R. Rasmussen: “Bifurcation of Single

Symmetric Columns,” Thin-Walled Structures, vol. 28, no.

2, 1997.

5.133 Young, B., and K. J. R. Rasmussen: “Tests of Fixed-

Ended Plain Channel Columns,” Journal of Structural

Engineering, ASCE , vol. 124, no. 2, Feb. 1998.

5.134 Young, B., and K. J. R. Rasmussen: “Design of Lipped

Channel Columns,” Journal of Structural Engineering,

ASCE , vol. 124, no. 2, Feb. 1998.

5.135 Rhodes, J.: “Columns Under Loads of Varying Eccen-

tricity,” in Proceedings of the 14th International Confer-

ence on Cold-Formed Steel Structures,W.W.YuandJ.

H. Senne, Eds., University of Missouri-Rolla, Oct. 1998.

5.136 Young, B., and K. J. R. Rasmussen: “Behaviour of Locally

Buckling Singly Symmetric Columns,” in Proceedings

of the 14th International Specialty Conference on Cold-

Formed Steel Structures, W. W. Yu and R. A. LaBoube,

Eds., University of Missouri-Rolla, Oct. 1998.

5.137 Young, B., and K. J. R. Rasmussen: “Shift of the Effective

Centroid of Channel Columns,” in Proceedings of the 14th

International Specialty Conference on Cold-Formed Steel

Structures, W. W. Yu and R. A. LaBoube, Eds., University

of Missouri-Rolla, Oct. 1998.

5.138 Riemann, J. A.: “The Behavior of Compression Web

Members in Cold-Formed Steel Truss Assemblies,” M.S.

Thesis, University of Missouri-Rolla, 1996.

5.139 Ibrahim, T. M., R. A. LaBoube, and W. W. Yu: “Behavior

of Compression Web Members of Cold-Formed Steel Roof

Trusses,” in Proceedings of the International Conference

on Experimental Model Research and Testing of Thin-

Walled Structures, Academy of Science of the Czech

Republic, Prague, Sept. 1997.

5.140 Ibrahim, T. M., R. A. LaBoube, and W. W. Yu: “Behavior

of Cold-Formed Steel Roof Trusses Subjected to Concen-

trated Loads,” Journal of Constructional Steel Research,

vol. 46, nos. 1–3, 1998.

5.141 Young, B., and K. J. R. Rasmussen: “Shift of the Effec-

tive Centroid of Channel Columns,” Journal of Structural

Engineering, ASCE , vol. 125, no. 5, May 1999.

5.142 Dhanalakshmi, M., and N. E. Shanmugam: “Stub Column

Tests on Cold-Formed Steel Angle Sections,” in Proceed-

ings of the 15th International Specialty Conference on

Cold-Formed Steel Structures, R. A. LaBoube and W. W.

Yu, Eds., University of Missouri-Rolla, Oct. 2000.

5.143 Popovic, D., G. J. Hancock, and K. J. R. Rasmussen:

“Compression Tests on Cold-Formed Angles Loaded

Parallel with a Leg,” in Proceedings of the 15th Interna-

tional Specialty Conference on Cold-Formed Steel Struc-

tures, R. A. LaBoube and W. W. Yu, Eds., University of

Missouri—Rolla, Oct. 2000. Also in Journal of Structural

Engineering, ASCE , vol. 127, no. 6, June 2001.

5.144 Yan, J., and B. Young: “Column Tests of Cold-Formed

Steel Channels with Complex Stiffeners,” Journal of Struc-

tural Engineering, ASCE , vol. 128, no. 6, June 2002.

5.145 Yang, D., and G. J. Hancock: “Compression Tests of

Cold-Reduced High Strength Steel Stub Columns,” in

oceedings of the 16th

International Specialty Conference

on Cold-Formed Steel Structures, R. A. LaBoube and W.

W. Yu, Eds., University of Missouri-Rolla, Oct. 2002. Also

in Journal of Structural Engineering, ASCE, vol. 130, no.

11, Nov. 2004.

5.146 Yang, D., G. J. Hancock, and K. J. R. Rasmussen:

“Compression Tests of Cold-Reduced High Strength Steel

Long Columns,” in Proceedings of the 16th International

Specialty Conference on Cold-Formed Steel Structures,R.

A. LaBoube and W. W. Yu, Eds., University of Missouri-

Rolla, Oct. 2002. Also in Journal of Structural Engi-

neering, ASCE , vol. 130, no. 11, Nov. 2004.

5.147 Salhab, B., and Y. C. Wang: “An Experimental Study of

the Compressive Performance of Structural Panels with

Cold-Formed Thin-Walled Perforated Steel Channels,” in

Proceedings of the 17th International Specialty Conference

on Cold-Formed Steel Structures, R. A. LaBoube and W.

W. Yu, Eds., University of Missouri-Rolla, Nov. 2004.

5.148 Yang, D., and G. J. Hancock: “Compression Tests of

High Strength Steel Channels with Interaction between

Local and Distortional Buckling,” Journal of Structural

Engineering, ASCE , vol. 130, no. 12, Dec. 2004.

5.149 Young, B.: “Tests and Design of Fixed-Ended Cold-

Formed Steel Plain Angle Columns,” Journal of Structural

Engineering, ASCE , vol. 130, no. 12, Dec. 2004.

5.150 Bhowmick, A. K., C. Kumalasari, A. Varkekar, and M.

K. S. Madugula: “Experimental Determination of Axial

Compressive Strength of Crimped Cold-Formed Chan-

nels,” Thin-Walled Structures, vol. 43, no. 4, Apr. 2005.

5.151 Young, B.: “Experimental Investigation of Cold-Formed

Steel Lipped Angle Concentrically Loaded Compression

Members,” Journal of Structural Engineering, ASCE , vol.

131, no. 9, Sept. 2005.

5.152 Chodraui, G. M. B., Y. Shifferaw, M. Malite, and B.

W. Schafer: “Cold-Formed Steel Angles under Axial

Compression,” in Proceedings of the 18th International

Specialty Conference on Cold-Formed Steel Structures,R.

A. LaBoube and W. W. Yu, Eds., University of Missouri-

Rolla, Oct. 2006.

5.153 Rasmussen, K. J. R.: “Bifurcation of Locally Buckled-

Point Symmetric Columns—Analytical Developments,”

Thin-Walled Structures, vol. 44, no. 11, Nov. 2006.

5.154 Rasmussen, K. J. R.: “Bifurcation of Locally Buckled-

Point Symmetric Columns—Experimental Investigations,”

Thin-Walled Structures, vol. 44, no. 11, Nov. 2006.

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5.155 Kwon, Y. B., B. S. Kim, and G. J. Hancock: “Compres-

sion Tests for the High Strength Cold-Formed Steel

Columns Undergoing Interaction between Local and

Distortional Buckling,” in Proceedings of the Fifth Interna-

tional Conference on Coupled Instabilities in Metal Struc-

tures CIMS2008 ,Vol.2:Gregory J. Hancock Symposium,

Sydney, Australia, June 2008.

5.156 Young, B.: “Design of Fixed-Ended Cold-Formed Steel

Plain Angle Compression Members,” in Proceedings of the

17th International Specialty Conference on Cold-Formed

Steel Structures, R. A. LaBoube and W. W. Yu, Eds.,

University of Missouri-Rolla, Nov. 2004.

5.157 Ellobody, E., and B. Young: “Behavior of Cold-Formed

Steel Plain Angle Columns,” Journal of Structural Engi-

neering, ASCE , vol. 131, no. 3, Mar. 2005.

5.158 Young, B., and E. Ellobody: “Buckling Analysis of Cold-

Formed Steel Lipped Angle Columns,” Journal of Struc-

tural Engineering, ASCE , vol. 131, no. 10, Oct. 2005.

5.159 Rasmussen, K. J. R.: “Design of Angle Columns with

Locally Unstable Legs,” Journal of Structural Engi-

neering, ASCE , vol. 131, no. 10, Oct. 2005.

5.160 Mohan, S. J., S. R. Shabeen, and G. M. Knight: “Behavior

of Cold-Formed Lipped Angles in Transmission Line

Towers,” Thin-Walled Structures, vol. 44, no. 9, Sept.

2006.

5.161 Young, B., and E. Ellobody: “Design of Cold-Formed

Steel Unequal Angle Compression members,” Thin-Walled

Structures, vol. 45, no. 3, Mar. 2007.

5.162 Maia, W. R., J. M. Neto, and M. Malite: “Stability

of Cold-Formed Steel Simple and Lipped Angles under

Compression,” in Proceedings of the 19th International

Specialty Conference on Cold-Formed Steel Structures,R.

A. LaBoube and W. W. Yu, Eds., Missouri University of

Science and Technology, Rolla, MO, Oct. 2008.

5.163 Young, B., and K. J. R. Rasmussen: “Behavior of Cold-

Formed Singly-Symmetric Columns,” Thin-Walled Struc-

tures, vol. 33, no. 2, Feb. 1999.

5.164 Young, B., and K. J. R. Rasmussen: “Shift of the Effec-

tive Centroid of Channel Columns,” Journal of Structural

Engineering, ASCE , vol. 125, no. 5, May 1999.

5.165 Pu, Y., M. H. R. Godley, R. G. Beale, and H. H. Lau:

“Prediction of the Ultimate Capacity of Perforated Lipped

Channels,” Journal of Structural Engineering, ASCE, vol.

125, no. 5, May 1999.

5.166 Young, B., and K. J. R. Rasmussen: “Inelastic Bifurca-

tion of Cold-Formed Singly-Symmetric Columns,” Thin-

Walled Structures, vol. 36, no. 3, Mar. 2000.

5.167 Dubina, D., and V. Ungureanu: “Elastic-Plastic Interactive

Buckling of Thin-Walled Steel Compression Members,” in

Proceedings of the 15th International Specialty Conference

on Cold-Formed Steel Structures, R. A. LaBoube and W.

W. Yu, Eds., University of Missouri-Rolla, Oct. 2000.

5.168 Young, B., and J. Yan: “Finite Element Analysis of Cold-

Formed Channel Columns,” in Proceedings of the 15th

International Specialty Conference on Cold-Formed Steel

Structures, R. A. LaBoube and W. W. Yu, Eds., University

of Missouri-Rolla, Oct. 2000.

5.169 Feng, M., Y. C. Wang, and J. M. Davies: “Behaviour

of Cold-Formed Thin-Walled Steel Short Columns with

Service Holes at Elevated Temperatures,” in Proceedings

of the 16th International Specialty Conference on Cold-

Formed Steel Structures, R. A. LaBoube and W. W. Yu,

Eds., University of Missouri-Rolla, Oct. 2002.

5.170 Dubina, D., and V. Ungureanu: “Plastic Strength of Thin-

Walled Members,” in Proceedings of the 16th International

Specialty Conference on Cold-Formed Steel Structures,R.

A. LaBoube and W. W. Yu, Eds., University of Missouri-

Rolla, Oct. 2002.

5.171 Yan, J., and B. Young: “Numerical Investigation of

Channel

Columns with Complex

Stiffeners, Part I: Test

Veriﬁcation and Part II: Parametric Study and Design”

Thin-Walled Structures, vol. 42, no. 6, June 2004.

5.172 Chu, X. T., Z. M. Ye, R. Kettle, and L. Y. Li: “Buckling

Behavior of Cold-Formed Channel Sections,” Thin-Walled

Structures, vol. 43, no. 4, Apr. 2005.

5.173 Aziz, A. J., J. Rhodes, M. Macdonald, and D. Nash:

“A Detailed Examination of Interactive Buckling in Plain

Channel Sections,” in Proceedings of the 18th Interna-

tional Specialty Conference on Cold-Formed Steel Struc-

tures, R. A. LaBoube and W. W. Yu, Eds., University of

Missouri-Rolla, Oct. 2006.

5.174 Thottunkal, V. J., and C. Ramseyer: “Axial Capacity of

Deep Z-sections,” in Proceedings of the Annual Stability

Conference, Structural Stability Research Council, Rolla,

MO, 2005.

5.175 Kesti, J., and J. M. Davies: “Local and Distortional Buck-

ling of Thin-Walled Short Columns,” Thin-Walled Struc-

tures, vol. 34, no. 2, June 1999.

5.176 Schafer, B. W.: “Local, Distortional, and Euler Buckling of

Thin-Walled Columns,” Journal of Structural Engineering,

ASCE , vol. 128, no. 3, Mar. 2002.

5.177 Young, B., and J. Yan: “Channel Columns Undergoing

Local, Distortional, and Overall Buckling,” Journal of

Structural Engineering, ASCE, vol. 128, no. 6, June 2002.

5.178 Dinis, P. B., and D. Camotim: “Local-Plate and Distor-

tional Post-Buckling Behavior of Cold-Formed Steel

Columns: Elastic and Elastic-Plastic FEM Analysis,” in

Proceedings of the Annual Stability Conference, Structural

Stability Research Council, Rolla, MO, 2004.

5.179 Silvestre, N., and D. Camotim: “Local-Plate and Distor-

tional Post-Buckling Behavior of Cold-Formed Steel

Lipped Channel Columns with Intermediate Stiffeners,”

in Proceedings of the 17th International Specialty Confer-

ence on Cold-Formed Steel Structures, R. A. LaBoube and

W. W. Yu Eds., University of Missouri-Rolla, Nov. 2004.

5.180 Silvestre, N., and D. Camotim: “Local-Plate and Distor-

tional Post-Buckling Behavior of Cold-Formed Steel

Lipped Channel Columns with Intermediate Stiffeners,”

Journal of Structural Engineering, ASCE, vol. 132, no. 4,

Apr. 2006.

5.181 Ranawaka, T., and M. Mahendran: “Design of Cold-

Formed Steel Compression Members Subject to Distor-

tional Buckling at Elevated Temperatures,” in Proceedings

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5.182 Tovar, J., and T. Sputo: “Application of Direct Strength

Method to Axially Loaded Perforated Cold-Formed Steel

Studs,” Thin-Walled Structures, vol. 43, no. 12, Dec. 2005.

5.183 Silvestre, N., D. Camotim, and P. B. Dinis: “DSM Design

Against Local-Plate/Distortional Interactive Buckling,” in

Steel—a New and Traditional Material for Building,D.

Dubina and V. Ungureanu, Eds., Taylor & Francis Group,

London, 2006.

5.184 Camotim, D., P. B. Dinis, and N. Silvestre:

“Local/Distortional Mode Interaction in Lipped Channel

Steel Columns: Post-Buckling Behaviour, Strength and

DSM Design,” in Proceedings of the Fifth International

Conference on Thin-Walled Structures, M. Mahendran,

Ed., Queensland University of Technology, Brisbane,

Australia, June 2008.

5.185 Rao, G. S., and V. Kalyanaraman: “Interaction of Local

and Distortional Buckling in Axially Loaded Edge Stiff-

ened Cold-Formed Steel Members,” in Proceedings of

the Fifth International Conference on Thin-Walled Struc-

tures, M. Mahendran, Ed., Queensland University of Tech-

nology, Brisbane Australia, June 2008.

5.186 Silvestre, N., P. B. Dinis, and D. Camotim: “Direct

Strength Design of Fixed Channel Columns Against

Multiple-Wave Local/Distortional Interactive Buckling,”

in Proceedings of the Fifth International Conference on

Thin-Walled Structures, M. Mahendran, Ed., Queensland

University of Technology, Brisbane Australia, June 2008.

5.187 Pinis, P. B., and D. Camotim: “Post-Buckling Behavior of

Cold-Formed Steel Lipped Channel Columns Affected by

Local/Distortional/Global Buckling Mode Interaction,” in

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5.188 Yang, D., and G. J. Hancock: “Numerical Simulations of

High Strength Steel Box-Shaped Columns,” in Proceed-

ings of the 17th International Specialty Conference on

Cold-Formed Steel Structures, R. A. LaBoube and W. W.

Yu Eds., University of Missouri-Rolla, Nov. 2004.

5.189 Brueggen, B., and C. Ramseyer: “Capacity of Built-

Up Cold-Formed Steel Axial Compression Members,” in

Proceedings of the Annual Stability Conference, Structural

Stability Research Council, Rolla, MO, 2005.

5.190 Stone, T. A., and R. A. LaBoube: “Behavior of Cold-

Formed Steel Built-Up I-Sections,” Thin-Walled Struc-

tures, vol. 43, no. 12, Dec. 2005.

5.191 Yang, D., and G. J. Hancock: “Numerical Simulations

of High Strength Steel Box-Shaped Columns Failing in

Local and Overall Buckling Modes,” Journal of Structural

Engineering, ASCE , vol. 132, no. 4, Apr. 2006.

5.192 Young, B., and J. Chen: “Design of Cold-Formed Steel

Built-Up Closed Sections with Intermediate Stiffeners,”

Journal of Structural Engineering, ASCE , vol. 134, no. 5,

May 2008.

5.193 Green, P. S., T. Sputo, and V. Urala: “Bracing Strength

and Stiffness Requirements for Axially Loaded Lipped

Cee Studs,” in Proceedings of the 17th International

Specialty Conference on Cold-Formed Steel Structures,R.

A. LaBoube and W. W. Yu, Eds., University of Missouri-

Rolla, Nov. 2004.

5.194 Helwig, T. A., and J. A. Yura: “Torsional Bracing of

Columns,” Journal of Structural Engineering, ASCE, vol.

125, no. 5, May 1999.

5.195 Green, P. S., T. Sputo, and V. Urala: “Strength and

Stiffness of Conventional Bridging Systems for Cold-

Formed Cee Studs,” Journal of Structural Engineering,

ASCE , vol. 132, no. 4, Apr. 2006.

5.196 Sputo, T., and J. Turner: Bracing Cold-Formed Steel Struc-

tures, American Society of Civil Engineers, Reston, VA,

2006.

5.197 Sputo, T., and K. Beery: “Accumulation of Bracing

Strength and Stiffness Demand in Cold-Formed Steel

Stud Walls”, in Proceedings of the 18th International

Specialty Conference on Cold-Formed Steel Structures,R.

A. LaBoube and W. W. Yu, Eds., University of Missouri-

Rolla, Oct. 2006.

5.198 Stolarczyk, J. A., J. M. Fisher, and A. Ghoorpanproor:

“Axial Strength of Purlins Attached to Standing Seam

Roof Panels,” in Proceedings of the 16th International

Specialty Conference on Cold-Formed Steel Structures,R.

A. LaBoube and W. W. Yu, Eds., University of Missouri-

Rolla,

Oct. 2002.

5.199 Sivakumaran,

K. S., and N. Abdel-Rahman: “A Finite

Element Analysis Model for the Behavior of Cold-Formed

Steel Members,” Thin-Walled Structures, vol. 31, no. 4,

Aug. 1998.

5.200 Chou, S. M., G. B. Chai, and L. Ling: “Finite Element

Technique for Design of Stub Columns,” Thin-Walled

Structures, vol. 37, no. 2, June 2000.

5.201 Polyzois, D., and S. Fox: “Bearing of Steel Studs on

Concrete,” LGSEA Newsletter, Aug. 2001.

5.202 Trahair, N. S., and K. J. R. Rasmussen: “Finite-Element

Analysis of the Flexural Buckling of Columns with

Oblique Restraint,” Journal of Structural Engineering,

ASCE , vol. 131, no. 3, Mar. 2005.

5.203 Salim, H., R. Dinan, and P. T. Townsend: “Analysis

and Experimental Evaluation of In-Fill Steel-Stud Wall

Systems under Blast Loading,” Journal of Structural Engi-

neering, ASCE , vol. 131, no. 8, Aug. 2005.

5.204 Sputo, T., and J. Tovar: “Application of Direct Strength

Method to Axially Loaded Perforated Cold-Formed Steel

Studs,” Thin-Walled Structures, vol. 43, no. 12, Dec. 2005.

5.205 Lee, J., S. M. Kim, and H. S. Park: “Optimum Design

of Cold-Formed Steel Columns by Using Micro Genetic

Algorithms,” Thin-Walled Structures, vol. 44, no. 9, Sept.

2006.

5.206 Li, Y. Q., Z. Y. Shen, L. Wang, and H. W. Xu:

“Analysis and Design Reliability of Axially Compressed

Members with High-Strength Cold-Formed Thin-Walled

Steel,” Thin-Walled Structures, vol. 45, no. 4, Apr. 2007.

5.207 Tovar, J., T. Helwig, and T. Sputo: “Finite Element Analyt-

ical Investigation of Torsional Bracing Requirements for

Cold-Formed Steel C-Shaped Studs,” in Proceedings of the

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5.208 Nguyen, H. T., and S. E. Kim: “Buckling of Composite

Columns of Lipped-Channel and Hat Sections with Web

Stiffener,” Thin-Walled Structures, vol. 47, no. 11, Nov.

2009.

5.209 Bedair, O.: “A Cost-Effective Design Procedure for Cold-

Formed Lipped Channels under Uniform Compression,”

Thin-Walled Structures, vol. 47, no. 11, Nov. 2009.

CHAPTER 6

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6.2 Rhodes, J., and J. M. Harvey: “The Local Instability of

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6.3 Rhodes, J., and J. M. Harvey: “Plain Channel Section

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6.5 Loughlan, J.: “The Ultimate Load Sensitivity of Lipped

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of Structural Steel for Buildings,” Chicago, IL, adopted

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6.7 Rack Manufacturers Institute: “Commentary and Supple-

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Testing and Utilization of Industrial Steel Storage Racks,”

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6.8 Haaijer, G., P. S. Carskaddan, and M. A. Grubb:

“Eccentric Load Test of Angle Column Simulated with

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6.9 Sridharan, S., and M. Ashraf Ali: “Interactive Buckling in

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6.10 Wang, S. J.: “Lateral Torsional Buckling of Thin-

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6.11 Pekoz, T.: “Combined Axial Load and Bending in Cold-

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6.12 Goczek, J., and M. Lukowiak: “Limit State of a Thin-

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6.13 Dubina, D.: “On the Stability of Thin-Walled Members

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6.14 Rondal, J., and R. Maquoi: “Optimal Ranges of Beam-

Columns with Square or Rectangular Hollow Sections” in

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6.16 Dawe, J. L., and G. L. Kulak: “Local Buckling Behavior of

Beam-Columns,” Journal of Structural Engineering, vol.

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6.17 Mahmood, H. F., and S. H. Abed: “Computer Aided

Analysis of Thin-Walled Structural Components Subjected

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6.18 Davids, A. J., and G. J. Hancock: “Nonlinear Elastic

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6.19 Farkas, J.: “Local Buckling Behavior of Beam-Columns,”

Journal of Structural Engineering, vol. 114, no. 4, Apr.

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6.20 Sohal, E. S., and W. F. Chen: “Local and Post-Buckling

Behavior of Tubular Beam-Columns,” Journal of Struc-

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6.21 Shanmugam, N. E., J. Y. R. Liew, and S. L. Lee:

“Thin-Walled Steel Box Columns under Biaxial Loading,”

Journal of Structural Engineering, vol. 115, no. 11, 1989.

6.22 Liew, J. Y. R., N. E. Shanmugam, and S. L. Lee:

“Behavior of Thin-Walled Steel Box Columns Under

Biaxial Loading,” Journal of Structural Engineering, vol.

115, no. 12, 1989.

6.23 Carril, D. E., R. A. LaBoube, and W. W. Yu: “Tensile

and Bearing Capacities of Bolted Connections,” First

Summary Report, Civil Engineering Study 94-1, Univer-

sity of Missouri-Rolla, 1994.

6.24 Holcomb, R. D., R. A. LaBoube, and W. W. Yu: “Tensile

and Bearing Capacities of Bolted Connections,” Second

Summary Report, Civil Engineering Study 95-1, Univer-

sity of Missouri-Rolla, 1995.

6.25 LaBoube, R. A., and W. W. Yu: “Additional Design

Considerations for Bolted Connections,” in Proceedings

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6.26 Guo, Y., and S. Chen: “Postbuckling Interaction Analysis

of Cold-Formed Thin-Walled Channel Sections by Finite

Strip Method,” Thin-Walled Structures, vol. 11, 1991.

6.27 Murtha-Smith, E., and P. Magyar: “Cold-Formed Steel

Channel Struts,” Journal of Structural Engineering, ASCE,

vol. 117, no. 4, Apr. 1991.

6.28 Chan, S. L., S. Kitipornchai, and G. A. Al-Bermani,

“Elastro-Plastic Analysis of Box Beam-Column Including

Local Buckling Effects,” Journal of Structural Engi-

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6.29 Zhao, X. L., and G. J. Hancock: “Square and Rectangular

Hollow Sections Subject to Combined Actions,” Journal

of Structural Engineering, ASCE , vol. 118, no. 3, Mar.

1992.

6.30 Prion, H. G. L., and P. C. Birkemoe: “Beam-Column

Behavior of Fabricated Steel Tubular Members,” Journal

of Structural Engineering, ASCE , vol. 118, no. 5, May

1992.

6.31 Miller, T. H., and T. Pekoz: “Load-Eccentricity Effects of

Cold-Formed Steel Lipped-Channel Columns,” Journal of

Structural Engineering, ASCE, vol. 120, no. 3, May 1994.

6.32 Sully, R. M, and G. J. Hancock: “Behavior of Cold-

Formed SHS Beam-Columns,” in Proceedings of the 12th

International Specialty Conference on Cold-Formed Steel

Structures, W. W. Yu and R. A. LaBoube, Eds., University

of Missouri-Rolla, Oct. 1994. Also Journal of Structural

Engineering, ASCE , vol. 122, no. 3, Mar. 1996.

6.33 Makelainen, P., and J. Kankaanpaa: “Structural Design

Study on a Light-Gauge Steel Portal Frame with Cold-

Formed Sigma Sections,” in Proceedings of the 13th Inter-

national Specialty Conference on Cold-Formed Steel Struc-

tures, W. W. Yu and R. A. LaBoube, Eds., University of

Missouri-Rolla, Oct. 1996.

6.34 Rasmussen, K. J. R., and A. S. Hasham: “Flexural and

Flexural–Torsional Bifurcation of Locally Buckled Beam-

Columns,” Thin-Walled Structures, vol. 29, nos. 1–4, 1997.

6.35 Hancock, G. J., and K. J. R. Rasmussen: “Recent Research

on Thin-Walled Beam-Columns,” Thin-Walled Structures,

vol. 32, 1998.

6.36 Salmon, C. G., and J. E. Johnson: Steel Struc-

tures—Design and Behavior, 4th ed., Harper Collins, New

York, 1996.

6.37 Rasmussen, K. J. R., and A. S. Hasham: “Flexural and

Flexural-Torsional Bifurcation of Locally Buckled Beam-

Columns,” Thin-Walled Structures, vol. 29, nos. 1–4,

Sept.–Dec. 1997.

6.38 Hancock, G. J., and K. J. R. Rasmussen: “Recent Research

on Thin-Walled Beam-Columns,” Thin-Walled Structures,

vol. 32, nos. 1–3, Sept.–Nov. 1998.

6.39 Sarawit, A. T.: “Cold-Formed Steel Frame and Beam-

Column Design,” Ph.D. Thesis, and Research Report 03-

03, Department of Civil and Environmental Engineering,

Cornell University, Ithaca, NY, Mar. 2003.

6.40 Sarawit, A. T., and T. Pekoz: “Design of Cold-Formed

Steel Frames and Beam-Columns,” in Proceedings of the

Annual Technical Session and Meeting, Structural Stability

Research Council, Rolla, MO, 2003.

6.41 Sarawit, A. T., and T. Pekoz: “Effective Length Approach

and Notional Load Approach for Cold-Formed Steel Frame

Design,” in Pr

oceedings of the A

nnual Stability Confer-

ence, Structural Stability Research Council, Rolla, MO,

2004.

6.42 Rasmussen, K. J. R.: “Design of Slender Angle Section

Beam-Columns by the Direct Strength Method,” Journal

of Structural Engineering, ASCE, vol. 132, no. 2, Feb.

2006.

6.43 Sarawit, A. T., and T. Pekoz: “Notional Load Method for

Industrial Steel Storage Racks,” Thin-Walled Structures,

vol. 44, no. 12, Dec. 2006.

CHAPTER 7

7.1 Wolford, D. S.: “Welded Steel Tubing Solves Structural

Design Problems,” Tubular Steel Progress, vol. 4, no. 2,

1965.

7.2 Schilling, C. G.: “Buckling Strength of Circular Tubes,”

Journal of the Structural Division, ASCE Proceedings, vol.

91, Oct. 1965.

7.3 Wolford, D. S., and M. J. Rebholz: “Beam and Column

Tests of Welded Steel Tubing with Design Recommenda-

tions,” ASTM Bulletin 233, West Conshohocken, PA, Oct.

1958.

7.4 Sherman, D. R.: “Structural Behavior of Tubular

Sections,” in Proceedings of the Third International

Specialty Conference on Cold-Formed Steel Structures,W.

W. Yu and J. H. Senne, Eds., University of Missouri-Rolla,

Nov. 1975.

7.5 Sherman, D. R.: “Tentative Criteria for Structural Applica-

tions of Steel Tubing and Pipe,” American Iron and Steel

Institute, Washington, DC, Aug. 1976.

7.6 Zaric, B.: “CIDECT Research Report,” Convention

Europ

eenne de la Construction M

etallique, Subcommis-

sion 8.1, Mar. 1968.

7.7 Miller, C. D.: “Buckling of Axially Compressed Cylin-

ders,” Journal of the Structural Division, ASCE Proceed-

ings, vol. 103, Mar. 1977.

7.8 Chen, W. F., S. Toma, and R. L. Yuan: “Strength of

Fabricated Tubular Columns in Offshore Structures,” in

Thin-Walled Structures, J. Rhodes and A. C. Walker, Eds.,

Granada Publishing, New York, Apr. 3–6, 1979.

7.9 Toma, S., and W. F. Chen: “Analysis of Fabricated

Tubular Columns,” Journal of the Structural Division,

ASCE Proceedings, vol. 105, Nov. 1979.

7.10 Ross, D. A., W. F. Chen, and L. Tall: “Fabricated Tubular

Steel Columns,” Journal of the Structural Division, ASCE

Proceedings, vol. 106, Jan. 1980.

7.11 Dowling, P. J.: “Research in Great Britain on the Stability

of Circular Tubes,” in Proceedings of the Structural

Stability Research Council, Lehigh University, Bethlehem,

PA, 1982.

464 REFERENCES

7.12 Foss, G.: “Research in Norway in the Stability of Circular

Tubes,” in Proceedings of the Structural Stability Research

Council, Lehigh University, Bethlehem, PA, 1982.

7.13 Sherman, D. R.: “Research in North America on the

Stability of Circular Tubes,” in Proceedings of the Struc-

tural Stability Research Council , Lehigh University, Beth-

lehem, PA, 1982.

7.14 Kurobane, Y., T. Atsuta, and S. Toma: “Research in Japan

in the Stability of Circular Tubes,” in Proceedings of the

Structural Stability Research Council, Lehigh University,

Bethlehem, PA, 1982.

7.15 Singer, J.: “Shell Buckling Research in Israel and Its

Application to Offshore Structures,” Proceedings of the

Structural Stability Research Council , Lehigh University,

Bethlehem, PA, 1982.

7.16 Gerard, G., and H. Becker: “Handbook of Structural

Stability, Part IV—Buckling of Curved Plates and Shells,”

NACA Technical Note 3783, Washinton, DC, Aug. 1975.

7.17 Donnell, L. H., and C. C. Wan: “Effect of Imperfections

on Buckling of Thin Cylinders and Columns under Axial

Compression,” Journal of Applied Mathematics, vol. 17,

Mar. 1950.

7.18 Ostapenko, A.: “Local Buckling of Welded Tubular

Columns,” presented at the International Colloquium on

Stability of Structures under Static and Dynamic Loads,

Washington, DC, May 17–19, 1977.

7.19 Ostapenko, A., and S. X. Gunzelman: “Local Buckling

Tests on Three Steel Large-Diameter Tubular Columns,”

in Proceedings of the 4th International Specialty Confer-

ence on Cold-Formed Steel Structures,W.W.Yuand

J. H. Senne, Eds., University of Missouri-Rolla, June

1978.

7.20 Grimm, D. F., and A. Ostapenko: “Local Buckling of

Steel Tubular Columns,” Proceedings of the Structural

Stability Research Council, Lehigh University, Bethlehem,

PA, 1982.

7.21 Stephens, M. J., G. L. Kulak, and C. J. Montgomery:

“Local Buckling of Thin-Walled Tubular Steel Members,”

Structural Engineering Report 103, University of Alberta,

Canada, Feb. 1982.

7.22 Kato, B.: “Local Buckling of Steel Circular Tubes in

Plastic Region,” presented at the International Colloquium

on Stability of Structures under Static and Dynamic Loads,

Washington, DC, May 17–19, 1977.

7.23 American Water Works Association: “AWWA Standard

for Steel Tanks—Standpiles, Reservoirs, and Elevated

Tanks—for Water Storage,” AWWA D100-79, Denver,

CO, 1979.

7.24 American Society of Mechanical Engineers: “Metals

Containment Shell Buckling Design Methods,” Case N-

284 of the ASME Boiler and Pressure Vessel Code, New

York, 1980.

7.25 American Petroleum Institute: “Recommended Practice for

Planning, Designing, and Construction of Fixed Offshore

Platforms,” API RP 2A, 12th ed., Washington, DC, Jan.

1981.

7.26 Sherman, D. R.: “Tests of Circular Steel Tubes in

Bending,” Journal of the Structural Division, ASCE

Proceedings, vol. 102, Nov. 1976.

7.27 Plantema, F. J.: “Collapsing Stresses of Circular Cylinders

and Round Tubes,” Report S. 280, Nat. Luchtvaartlabora-

torium, Amsterdam, Netherlands, 1946.

7.28 Wilson, W. M., and N. M. Newmark: “The Strength

of Thin Cylindrical Shells as Columns,” Bulletin 255,

University of Illinois Engineering Experiment Station,

1933.

7.29 Wilson, W. M.: “Tests of Steel Columns,” Bulletin 292,

University of Illinois Urbana, IL, Engineering Experiment

Station, Urbana, IL, 1937.

7.30 Sherman, D. R.: “Bending Equations for Circular Tubes,”

in Annual Technical Session Proceedings, Structural

Stability Research Council, Bethlehem, PA, 1984.

7.31 Gupta, N. K.: “Some Aspects of Axial Collapse of Cylin-

drical Thin-Walled Tubes,” Thin-Walled Structures, vol.

32, 1998.

7.32 Zhao, X. L.: “Section Capacity of Very High Strength

(VHS) Circular Tubes under Compression,” Thin-Walled

Structures, vol. 37, no. 3, 2000.

7.33 Elchalakani, M., X. L. Zhao, and Grzebieta: “Cyclic

Bending Tests to Determine Fully Ductile Section Slender-

ness Limits for Cold-Formed Circular

Hollow Sections,”

Journal of Structural

Engineering, ASCE , vol. 130, no. 7,

July 2004.

7.34 Rhodes, J., X. L. Zhao, D.V. Binh, and R. Al-Mahaidi:

“Rational Design Analysis of Stub Columns Fabricated

Using Very High Strength Circular Steel Tubes,” Thin-

Walled Structures, vol. 43, no. 3, Mar. 2005.

CHAPTER 8

8.1 Toepel, W. A.: “Selection and Application of Construction

Fasteners,” Metal Building Review, Oct. 1966.

8.2 “USA Standard Slotted and Recessed Head Tapping

Screws and Metallic Drive Screws,” USAS B18.6.4,

Clifton, NJ, 1967.

8.3 Bradford, L. J. and P. B. Baton: “Fastening and Joining,”

Reference Issue, Machine Design, 4th ed., June 15, 1967.

8.4 Baehre, R., and L. Berggren: “Jointing of Thin-Walled

Steel and Aluminium Structures,” National Swedish Insti-

tute for Building Research, Sweden, 1971.

8.5 Stark, J. W. B., and A. W. Toma: “Connections in Cold-

Formed Sections and Steel Sheets,” in Proceedings of the

4th International Specialty Conference on Cold-Formed

Steel Structures, W. W. Yu and J. H. Senne, Eds., Univer-

sity of Missouri-Rolla, June 1978.

8.6 Johnson, D. L.: “Connections in Cold-Formed Construc-

tion,” in Proceedings of the Cold-Formed Steel Structures

Conference, M. C. Temple, Ed., University of Windsor,

Ontario, Canada, Apr. 1980.

8.7 European Convention for Constructional Steelwork:

“Design of Connections,” Preliminary European Recom-

mendations for Connections in Thin Walled Structural