Analysis of continuous space frames by conjugate frame analogy

Author: Kiusalaas, J;Lee, S L;Makino, M

Date published

N/A

First published: N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

Added to basket

Back to Previous

Analysis of continuous space frames by conjugate frame analogy

The Structural Engineer
Analysis of continuous space frames by conjugate frame analogy
Date published

N/A

First published

N/A

Author

Kiusalaas, J;Lee, S L;Makino, M

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

The conjugate frame analogy is extended to the treatment of continuous space frames. Fundamental relationships between the actual structure and the conjugate structure are derived for a general case, and then specialized for frames with straight members of constant cross-section. The latter are used for the derivation of simultaneous equations which, in conjunction with the static equilibrium conditions, yield the redundant quantities. J. KIUSALAAS, S.L. LEE, and M. MAKINO

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 6

Related Resources & Events

The Structural Engineer
A numerical solution to the curved beam problem

A numerical solution to the curved beam problem

The paper describes a numerical forward integration method of analysis applicable to any curved member subject to loading normal to its plane of curvature. The development of the method is shown and the results of its application given to two problems of known solution, with a discussion of the errors and convergence of results. PHILIP T. A. DONALD and WILLIAM G. GODDEN

Author - Donald, Philip T A;Godden, William G
Price - £9
The Structural Engineer
The development of long span prestressed concrete bridges Discussion on the paper by E. W. H. Giffor

The development of long span prestressed concrete bridges Discussion on the paper by E. W. H. Giffor

Mr. Donovan Lee (Member of Council) asked whether there was a misprint either on page 330 or in Fig 5 and whether the span of the Tocantins bridge was 465 ft or 426 ft.

Price - £9
The Structural Engineer
Graphical solution for the design of eccentrically loaded reinforced concrete columns

Graphical solution for the design of eccentrically loaded reinforced concrete columns

Reinforced concrete structural members subjected to direct and bending stresses are in common use. The design of such members as columns with eccentric loading, arch sections and rigid frames involves the solution of cumbersome cubic and higher degree equations. A graphical method suggested below gives a simple and rapid solution. G. N. Krishnamurthy

Price - £9