Masters Theses

Abstract

"The results of an analytical study of the inelastic deformation of a wide-flange steel beam-column are presented. Emphasis has been placed on the influence of axial thrust on the pinned-end beam-column subjected to equal end moments with opposite direction. For this type of beam-column behavior, the relationship between the applied moment, axial load, and resultant curvature for the region in the plastic range has been studied in this investigation"--Abstract, page ii.

Advisor(s)

Senne, Joseph H.

Department(s)

Civil, Architectural and Environmental Engineering

Degree Name

M.S. in Civil Engineering

Publisher

University of Missouri--Rolla

Publication Date

1969

Pagination

viii, 62 pages

Note about bibliography

Includes bibliographical references (pages 72-74).

Rights

© 1969 Ning-Cheng Tsao, All rights reserved.

Document Type

Thesis - Open Access

File Type

text

Language

English

Subject Headings

Girders -- TestingSteel, StructuralBending moment

Thesis Number

T 2317

Print OCLC #

6013519

Electronic OCLC #

841405615

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