Effective length factor of columns in flexibly jointed and braced frames-Reference-Cited by-同舟云学术

Effective length factor of columns in flexibly jointed and braced frames

Published:1998-08 Issue:1-2 Volume:47 Page:93-118
ISSN:0143-974X
Container-title:Journal of Constructional Steel Research
language:en
Short-container-title:Journal of Constructional Steel Research

Author:

Kishi N.,Chen W.F.,Goto Y.,Komuro M.

Publisher

Elsevier BV

Subject

Metals and Alloys,Mechanics of Materials,Building and Construction,Civil and Structural Engineering

Reference21 articles.

1. AISC, Manual of Steel Construction, Load and Resistance Factor Design, 1st and 2nd edns. AISC, Chicago, IL, 1994.

2. Goverdhan AV. A collection of experimental moment–rotation curves and evaluation of prediction equations for semi-rigid connections. Master thesis, Vanderbilt University, Nashville, TN, 1983.

3. Nethercot DA. Steel beam-to-column connections: a review of test data and its applicability to the evaluation of joint behavior in performance of steel frames. CIRIA Project Record, RP338 (1985).

4. Kishi N, Chen, WF. Data base of steel beam-to-column connections. Structural Engineering Report, CE-STR-86-26. Purdue University, West Lafayette, IN, 1986.

5. Chen WF, Toma S. Advanced Analysis of Steel Frames: Theory, Software, and Applications. CRC Press, Boca Raton, FL, 1994.

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