EFFECTS OF MULTI-DIRECTIONAL DISPLACEMENT PATHS ON THE CYCLIC BEHAVIOUR OF RECTANGULAR HOLLOW STEEL COLUMNS

Author:

WATANABE Eiichi12,SUGIURA Kunitomo13,OYAWA Walter O.12

Affiliation:

1. JSCE

2. Dept. of Civil Engrg., Kyoto University

3. Dept. of Civil Engrg. Systems, Kyoto University

Publisher

Japan Society of Civil Engineers

Reference29 articles.

1. 1) Structural Stability Design: Steel and composite Structures, edited by Fukumoto, Y., Elsevier Science, Oxford, pp. 1-7, 1997.

2. 2) Watanabe, E. and Oyawa, W. O.: Lessons from the 1995 Great Hanshin-Awaji Earthquake: Performance of concrete and steel bridge structures, J. Civil Engrg., JKUAT, Nairobi, Vol. 2, pp. 40-64, 1996.

3. 3) Japan Road Association: Specification for highway bridges: V Earthquake-resistant design, 1980 (in Japanese).

4. 4) Japan Road Association: Specification for highway bridges: II Steel bridges, 1973 (in Japanese).

5. 5) Usami, T. and Ge, H. B.: Cyclic behaviour of thin-walled steel structures-numerical analysis, J. Thin-Walled Structures, Vol. 32 (1-3), pp. 41-80, 1998.

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