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Lateral buckling of braced multistory frames

Goldberg, J.E.

Optimum stability design requires that total stiffness be distributed among various elements in most economical way, within limitations imposed by usage and architectural restrictions; in setting up governing equations, tacit assumption was made that bracing is of shear type, either diagonal members or infilled shear panels; this implies that bracing at any story and bracing at adjacent stories are uncoupled, and also implies that lateral loading of bracing system does not cause significant vertical displacements; approach used may also be applied to certain problems of static loading and to problems of vibration of braced frames.

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Lateral buckling of braced multistory frames

Goldberg, J.E.

Optimum stability design requires that total stiffness be distributed among various elements in most economical way, within limitations imposed by usage and architectural restrictions; in setting up governing equations, tacit assumption was made that bracing is of shear type, either diagonal members or infilled shear panels; this implies that bracing at any story and bracing at adjacent stories are uncoupled, and also implies that lateral loading of bracing system does not cause significant vertical displacements; approach used may also be applied to certain problems of static loading and to problems of vibration of braced frames.

Lateral buckling of braced multistory frames

Goldberg, J.E.

Optimum stability design requires that total stiffness be distributed among various elements in most economical way, within limitations imposed by usage and architectural restrictions; in setting up governing equations, tacit assumption was made that bracing is of shear type, either diagonal members or infilled shear panels; this implies that bracing at any story and bracing at adjacent stories are uncoupled, and also implies that lateral loading of bracing system does not cause significant vertical displacements; approach used may also be applied to certain problems of static loading and to problems of vibration of braced frames.

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Title:

Lateral buckling of braced multistory frames

Additional title:

ASCE Structural Eng Conference -- Prepr

Contributors:

Goldberg, J.E. (author)

Conference:

ASCE Structural Engineering Conference ; 1967

Published in:

ASCE Structural Engineering Conference -- Preprint

Publication date:

1967

Size:

31 pages

Type of media:

Conference paper

Type of material:

Print

Language:

English

Keywords:

Structural design

© Metadata Copyright Elsevier B. V. All rights reserved.

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