Static flange moment connections

W. F. Chen; E. M. Lui

doi:10.1016/0143-974X(88)90027-2

Static flange moment connections

W. F. Chen, E. M. Lui

Department of Civil & Environmental Engineering

Research output: Contribution to journal › Article › peer-review

7 Scopus citations

Abstract

A flange connection is one which connects a beam to the flange of the column such that bending about the strong axis of the column will result upon application of beam loads. This paper is primarily concerned with the discussion of the behavior and design of interior beam-to-column connections under static symmetrical loadings. The results of full scale tests carried out at Lehigh University on these types of connections are used as a benchmark check to provide the necessary confirmation of the validity of the current as well as the proposed design rules and procedures.

Original language	English (US)
Pages (from-to)	39-88
Number of pages	50
Journal	Journal of Constructional Steel Research
Volume	10
Issue number	C
DOIs	https://doi.org/10.1016/0143-974X(88)90027-2
State	Published - 1988

ASJC Scopus subject areas

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

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10.1016/0143-974X(88)90027-2

Cite this

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title = "Static flange moment connections",

abstract = "A flange connection is one which connects a beam to the flange of the column such that bending about the strong axis of the column will result upon application of beam loads. This paper is primarily concerned with the discussion of the behavior and design of interior beam-to-column connections under static symmetrical loadings. The results of full scale tests carried out at Lehigh University on these types of connections are used as a benchmark check to provide the necessary confirmation of the validity of the current as well as the proposed design rules and procedures.",

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AU - Lui, E. M.

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AB - A flange connection is one which connects a beam to the flange of the column such that bending about the strong axis of the column will result upon application of beam loads. This paper is primarily concerned with the discussion of the behavior and design of interior beam-to-column connections under static symmetrical loadings. The results of full scale tests carried out at Lehigh University on these types of connections are used as a benchmark check to provide the necessary confirmation of the validity of the current as well as the proposed design rules and procedures.

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Static flange moment connections

Abstract

ASJC Scopus subject areas

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