ON THE ACCORDANCE OF FRAME STABILITY WITH THE EFFECTIVE COLUMN LENGTH

Author:

NISHINO Fumio1,AI Masahiro2

Affiliation:

1. National Graduate Institute for Policy Studies

2. Dept. of Civil Eng., Hosei University

Publisher

Japan Society of Civil Engineers

Reference5 articles.

1. 1) AISC: Load and Resistance Factor Design, 2nd ed., Manual of steel construction, American Institute of Steel Construction, Chicago, 1994.

2. 2) Yura, J. A.: The effective length of columns in unbraced frames, AISC Engineering Journal, Vol. 8, No. 2, pp. 37-42, Apr., 1971.

3. 3) Nishino, F., Ai, M., Tamura, K. and Imai, H.: Effective column lengths in a rectangular rigid frame, Structural Eng./Earthquake Eng., JSCE, Vol. 16, No. 2, pp. 101s-109s, Oct., 1999.

4. 4) Ai, M., Matsui, S. and Nishino, F.: On the load-carrying capacity of rectangular rigid frames, Proc. of the Annual Conference, JSCE, Vol. I-B, pp. 528-529, 2001-10 (in Japanese).

5. 5) Ai, M. and Nishino, F.: Mechanics in geometrically nonlinear problem of discrete system and application to plane frame-works, Proceedings of JSCE, No. 304, pp. 17-32, 1980-12 (in Japanese).

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