Structural Behavior of End-Plate Bolted Connections to Stiffened Columns

Author:

Bahaari Mohammed R.,Sherbourne Archibald N.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering

Reference28 articles.

1. Analysis of Bolted Connections Subject to Prying

2. Bahaari M. R. (1994). “Simulation of semi-rigid endplate bolted connections at steel structures ” PhD thesis Civ. Engrg. Univ. of Waterloo Waterloo Ont. Canada.

3. Computer modelling of an extended end-plate bolted connection

4. Bahia C. S. Graham J. and Martin L. H. (1981). “Experiments on rigid beam-to-column connections subject to shear and bending forces.” Proc. Conf. on Joints in Struct. Steel Pentech Press London England 6.37–6.56.

5. Davison J. B. (1987). “Strength of beam columns in flexibly connected steel frames ” PhD thesis Dept. of Civ. and Struct. Engrg. Univ. of Sheffield Sheffield U.K.

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