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1986

Journal Article

Stiffness Requirements for Cross Bracing

Kitipornchai, S and Finch, DL (1986). Stiffness Requirements for Cross Bracing. Journal of Structural Engineering-Asce, 112 (12), 2702-2707. doi: 10.1061/(ASCE)0733-9445(1986)112:12(2702)

Stiffness Requirements for Cross Bracing

1986

Journal Article

Buckling capacities of monosymmetric I-beams

Wang, C. M. and Kitipornchai, S. (1986). Buckling capacities of monosymmetric I-beams. Journal of Structural Engineering, 112 (11), 2373-2391. doi: 10.1061/(ASCE)0733-9445(1986)112:11(2373)

Buckling capacities of monosymmetric I-beams

1986

Journal Article

DEFLECTION LIMITS FOR PORTAL FRAMES.

Woolcock S.T. and Kitipornchai S. (1986). DEFLECTION LIMITS FOR PORTAL FRAMES.., 20 (3), 2-10.

DEFLECTION LIMITS FOR PORTAL FRAMES.

1986

Journal Article

Design of Single Angle Web Struts in Trusses

Woolcock, ST and Kitipornchai, S (1986). Design of Single Angle Web Struts in Trusses. Journal of Structural Engineering-Asce, 112 (6), 1327-1345.

Design of Single Angle Web Struts in Trusses

1986

Journal Article

Buckling of monosymmetric I-beams under moment gradient

Kitipornchai, Sritawat, Wang, Chien Ming and Trahair, Nicholas S. (1986). Buckling of monosymmetric I-beams under moment gradient. Journal of Structural Engineering, 112 (4), 781-799. doi: 10.1061/(ASCE)0733-9445(1986)112:4(781)

Buckling of monosymmetric I-beams under moment gradient

1986

Journal Article

Buckling of Monosymmetric I-Beams Under Moment Gradient

Kitipornchai, Sritiwat, Wang, Chien Ming and Trahair, Nicholas S. (1986). Buckling of Monosymmetric I-Beams Under Moment Gradient. Journal of Structural Engineering, 112 (4), 781-799. doi: 10.1061/(ASCE)0733-9445(1986)112:4(781)

Buckling of Monosymmetric I-Beams Under Moment Gradient

1986

Journal Article

Inelastic experiments on angle and tee struts

Kitipornchai, Sritawat and Lee, Ho Wah (1986). Inelastic experiments on angle and tee struts. Journal of Constructional Steel Research, 6 (3), 219-236. doi: 10.1016/0143-974X(86)90035-0

Inelastic experiments on angle and tee struts

1986

Journal Article

Design of single angle web struts in trusses

Woolcock, Scott T. and Kitipomchai, Sritawat (1986). Design of single angle web struts in trusses. Journal of Structural Engineering (United States), 112 (6), 1327-1345. doi: 10.1061/(ASCE)0733-9445(1986)112:6(1327)

Design of single angle web struts in trusses

1986

Journal Article

On stability of monosymmetric cantilevers

Wang C.M. and Kitipornchai S. (1986). On stability of monosymmetric cantilevers. Engineering Structures, 8 (3), 169-180. doi: 10.1016/0141-0296(86)90050-7

On stability of monosymmetric cantilevers

1986

Journal Article

Inelastic buckling of single-angle, tee and double-angle struts

Kitipornchai S. and Lee H.W. (1986). Inelastic buckling of single-angle, tee and double-angle struts. Journal of Constructional Steel Research, 6 (1), 3-20. doi: 10.1016/0143-974X(86)90018-0

Inelastic buckling of single-angle, tee and double-angle struts

1986

Journal Article

Lateral buckling of tee beams under moment gradient

Kitipornchai S. and Wang C.M. (1986). Lateral buckling of tee beams under moment gradient. Computers and Structures, 23 (1), 69-76. doi: 10.1016/0045-7949(86)90108-2

Lateral buckling of tee beams under moment gradient

1986

Journal Article

Optimal design of tapered beams for maximum buckling strength

Wang C.M., Thevendran V., Teo K.L. and Kitipornchai S. (1986). Optimal design of tapered beams for maximum buckling strength. Engineering Structures, 8 (4), 276-284. doi: 10.1016/0141-0296(86)90035-0

Optimal design of tapered beams for maximum buckling strength

1985

Journal Article

Tension Members And Self Weight

Woolcock, S. T. and Kitipornchai, S. (1985). Tension Members And Self Weight. Steel Construction, 19 (1).

Tension Members And Self Weight

1985

Journal Article

Loss of Torsional Stiffness Caused by Beam Loading - Discussion

Dux, PF and Kitipornchai, S (1985). Loss of Torsional Stiffness Caused by Beam Loading - Discussion. Journal of Structural Engineering-Asce, 111 (9), 2057-2058. doi: 10.1061/(ASCE)0733-9445(1985)111:9(2057)

Loss of Torsional Stiffness Caused by Beam Loading - Discussion

1985

Conference Publication

Design of laterally unsupported steel tee beams

Kitipornchai, S. and Wang, Chien Ming (1985). Design of laterally unsupported steel tee beams. International Symposium on Structural Steel Design and Construction, Singapore, 3 - 4 July 1985.

Design of laterally unsupported steel tee beams

1985

Journal Article

Design of Diagonal Roof Bracing Rods and Tubes

Kitipornchai, S and Woolcock, ST (1985). Design of Diagonal Roof Bracing Rods and Tubes. Journal of Structural Engineering-Asce, 111 (5), 1068-1084. doi: 10.1061/(ASCE)0733-9445(1985)111:5(1068)

Design of Diagonal Roof Bracing Rods and Tubes

1984

Conference Publication

Rods And Tubes As Roof Bracing Tension Members

Kitipornchai, S. and Woolcock, S. T. (1984). Rods And Tubes As Roof Bracing Tension Members. Ninth Australasian Conference on the Mechanics of Structures and Materials, Sydney, NSW Australia, 29-31 August 1984. Sydney, NSW Australia: University of Sydney.

Rods And Tubes As Roof Bracing Tension Members

1984

Journal Article

Buckling and Bracing of Cantilevers

Kitipornchai, S., Dux, P. F. and Richter, N. J. (1984). Buckling and Bracing of Cantilevers. Journal of Structural Engineering, 110 (9), 2250-2262. doi: 10.1061/(ASCE)0733-9445(1984)110:9(2250)

Buckling and Bracing of Cantilevers

1984

Journal Article

Buckling Approximations for Inelastic Beams

Dux, P. F. and Kitipornchai, S. (1984). Buckling Approximations for Inelastic Beams. Journal of Structural Engineering, 110 (3), 559-574. doi: 10.1061/(ASCE)0733-9445(1984)110:3(559)

Buckling Approximations for Inelastic Beams

1984

Journal Article

Lateral Stability of I-Beams with Partial Support - Discussion

Kitipornchai, S (1984). Lateral Stability of I-Beams with Partial Support - Discussion. Journal of Structural Engineering-Asce, 110 (1), 178-181. doi: 10.1061/(ASCE)0733-9445(1984)110:1(178)

Lateral Stability of I-Beams with Partial Support - Discussion