DISCUSSIONS AND CLOSURES
Sep 1, 1989

Discussion of “Degenerate Elements for Combined Flexural and Torsional Analysis of Thin‐Walled Structures” by Worsak Kanok‐Nukulchai and M. Sivakumar (March, 1988, Vol. 114, No. 3)

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Publication: Journal of Structural Engineering
Volume 115, Issue 9
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References

1.
Bažant, Z. P. (1965). Non uniform torsion of thin walled bars of variable section. International Association for Bridge and Structural Engineering Publications, 25, 17–40.
2.
Bažant, Z. P. (1967). “Tenkostěnné pruty tuheho proměnného průřezu,” Inženýrské Stavby, 5, 222–228.
3.
Cywiński, Z. (1965). “Slcre¸canie pretów cienkościennych typu dwuteownika o zmiennej wysokości środnika,” Rozprawy Inżynierskie—Engineering Transactions, 2, 13, 269–280.
4.
Cywiński, Z. (1969). “Statyka i dynamika skrecanego cienkościennego dwuteownika o zmiennym, bisymetrycznym przekroju poprzecznym.” Rozprawy Inżynierskie—Engineering Transactions, 2, 17, 185–217.
5.
Hamayoshi, F. (1960). “On the torsion of I beam with variable web height of second order.” Proc. 10th Japan Nat. Congress for Appl. Mech., II‐18, 105–108.
6.
Hamayoshi, F. (1961). “On torsion of I beam with a web of variable height.” Memoirs of the faculty of engineering, Hokkaido University, 11, 2, 209–228.
7.
Kitipornchai, S., and Trahair, N. S. (1972). “Elastic stability of tapered I beams.” J. Struct. Div., ASCE, 3, 713–727.
8.
Lee, L. H. N. (1956). “Non‐uniform torsion of tapered I beam.” J. Franklin Inst., 262, 37–44.
9.
Ojalvo, M. (1981). “Wagner hypothesis in beam and column theory,” J. Engrg. Mech. Div., ASCE, 107(4), 669–677.
10.
Radaj, D. (1970). “Dunnwandigen stabe und stabsysteme mit algemeiner systemlinie und wölbelasticher lagerung.” Institut für Statik und Dynamik der Luftund Raumfahrtkonstruktionen der Universität Stuttgart, 79.
11.
Wang, C. M., and Kitipornchai, S. (1986). “Buckling capacities of monosymmetric I‐beams.” J. Struct. Engrg., ASCE, 112(11), 2373–2391.
12.
Wekezer, J. W. (1976). “Statyka pre¸tów cienkosciennych o zmiennych przekrojach otwartych.” Rozprawy Inżynierskie—Engineering Transactions, 1, 45–58.
13.
Wekezer, J. W. (1984). “Elastic torsion of thin walled bars of variable cross sections.” Comp. and Struct., 19(3), 401–407.
14.
Wekezer, J. W. (1985). “Instability of thin walled bars.” J. Engrg. Mech., ASCE, 111(7), 923–935.
15.
Wekezer, J. W. (1985). “Nonlinear torsion of thin walled bars of variable, open cross sections.” Int. J. Mech. Sci., 27(10), 631–641.
16.
Wilde, P. (1968). “The torsion of thin walled bars with variable cross sections.” Archiwum Mechaniki Stosowanej—Archiv of Applied Mechanics, 20, 431–443.
17.
Wilde, P., and Wekezer, J. (1973). “Finite torsion of a doubly symmetric thin walled bar with variable I cross section.” Rozprawy Inżynierskie—Engineering Transactions, 3, 137–150.

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 115Issue 9September 1989
Pages: 2410 - 2412

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Published online: Sep 1, 1989
Published in print: Sep 1989

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Jerzy W. Wekezer, Member, ASCE
Prof., Civ. Engrg., Univ. of Alaska at Anchorage, 3211 Providence Drive, Anchorage, AK 99508

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