Moment-Rotation : Kishi web-angle and double web-angle beam-to-column connections developed. In this development, the connection stiffness is determined using the simple bending torsion theory and the ultimate capacity the simple plastic complete moment-rotation relationship of the connections is represented three-parameter model. analytical

doi:10.1201/9781482286427-63

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Moment-Rotation

DOI link for Moment-Rotation

Moment-Rotation

Kishi web-angle and double web-angle beam-to-column connections developed. In this development, the connection stiffness is determined using the simple bending torsion theory and the ultimate capacity the simple plastic complete moment-rotation relationship of the connections is represented three-parameter model. analytical

ByN. KISHI, W. F. CHEN, K. G. MATSUOKA and S. G. NOMACHI

BookConnections in Steel Structures

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Edition 1st Edition

First Published 1988

Imprint CRC Press

Pages 1

eBook ISBN 9780429180651

ABSTRACT

Moment-Rotation Relation of Single/Double Web-Angle Connections

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