STEEL BEAM-TO-COLUMN MOMENT CONNECTIONS. PART I: FLANGE MOMENT CONNECTIONS.

W. F. Chen, Eric M Lui

Research output: Contribution to journalArticle

13 Citations (Scopus)

Abstract

The results of 12 full scale tests carried out in the 1970's at Lehigh University of fully-welded connections with high shear force, flange-welded web-bolted connections, and fully-bolted moment connections are discussed. They are used as a bench-mark check to provide the final confirmation of the validity of the current as well as the proposed analytical and limit states design procedures in the present AISC specifications.

Original languageEnglish (US)
Pages (from-to)257-316
Number of pages60
JournalSM archives
Volume11
Issue number4
StatePublished - 1986
Externally publishedYes

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Flanges
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Steel

ASJC Scopus subject areas

  • Engineering(all)

Cite this

STEEL BEAM-TO-COLUMN MOMENT CONNECTIONS. PART I : FLANGE MOMENT CONNECTIONS. / Chen, W. F.; Lui, Eric M.

In: SM archives, Vol. 11, No. 4, 1986, p. 257-316.

Research output: Contribution to journalArticle

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