Behavior of Riveted and Bolted Beam-to-Column Connections-Reference-Cited by-同舟云学术

Behavior of Riveted and Bolted Beam-to-Column Connections

Published:1959-03 Issue:3 Volume:85 Page:29-50
ISSN:0044-8001
Container-title:Journal of the Structural Division
language:en
Short-container-title:J. Struct. Div.

Author:

Munse W. H.¹,Bell W. G.²,Chesson E.³

Affiliation:

1. Prof. of Civ. Eng., Univ. of Illinois, Urbana, Ill.

2. Engr., J.N. Pease Co., Charlotte, N.C.; Formerly Research Asst., Univ. of Illinois, Urbana, Ill.

3. Research Associate in Civ. Eng., Univ. of Illinois, Urbana, Ill.

Publisher

American Society of Civil Engineers (ASCE)

Subject

General Engineering

Link

http://ascelibrary.org/doi/pdf/10.1061/JSDEAG.0000365

Reference11 articles.

1. American Society of Testing Materials "Tentative Specifications for Quenched and Tempered Steel Bolts and Studs with Suitable Nuts and Plain Washers " ASTM A 325.

2. "Specifications for Assembly of Structural Joints Using High Strength Steel Bolts " Approved by Research Council on Riveted and Bolted Structural Joints of the Engineering Foundation 1954 and 1955.

3. Wilson W. M. Moore H. F. "Tests to Determine the Rigidity of Riveted Joints of Steel Structures " University of Illinois Experiment Station Bulletin 104 (December 1917).

4. Elastic Properties of Riveted Connections;Rathbun J. C.;Transactions. ASCE,1936

5. Investigations on Beam and Stanchion Connections;Batho C.;Report of the Steel Structures Research Committee of the Department of Scientific and Industrial Research, Great Britain

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