Formulation of a General Space Frame Programme for a Large Computer

Author: Brooks, D F;Brotton, D M

Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

Formulation of a General Space Frame Programme for a Large Computer

Tag
Author
Brooks, D F;Brotton, D M
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Brooks, D F;Brotton, D M

Citation

The Structural Engineer, Volume 44, Issue 11, 1966

Date published

N/A

Author

Brooks, D F;Brotton, D M

Citation

The Structural Engineer, Volume 44, Issue 11, 1966

Price

Standard: £10 + VAT
Members/Subscribers: Free

The development of a general computer programme for economical solution of large space frameworks by the stiffness method is described. The programme includes routine for equation solution by direct methods; the latter take advantage of the symmetry, bending and sparseness of the stiffness matrix.

D.F. Brooks and D.M. Brotton

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 11

Related Resources & Events

The Structural Engineer
<h4>Workmanship for a Structural Concrete Code</h4>

Workmanship for a Structural Concrete Code

The author considers the requirements for workmanship in the construction of structural concrete. The concrete mix, batching and placing, the design, construction and striking of formwork are all covered, together with the requirements of curing and cold-weather concreting. The author proposes a svstem of tolerances for construction and gives special consideration to surface finishes for architectural effects. T.N.W. Akroyd

Author – Akroyd, T N W
Price – £10
The Structural Engineer
<h4>The Analysis of Structural Piling Systems</h4>

The Analysis of Structural Piling Systems

This paper describes a method of analysing a structure consisting of a number of piles embedded at their toes and connected to a rigid mass (such as a bridge pier) at their heads. The piles are treated as straight elastic members having any desired inclination in three dimensions. D.G. Alcock

Author – Alcock, D G
Price – £10
The Structural Engineer
<h4>Structural Aspects of the Extension of a Hangar for the BOAC at London Airport. Discussion on the pa</h4>

Structural Aspects of the Extension of a Hangar for the BOAC at London Airport. Discussion on the pa

The Chairman remarked that the paper had referred to a 2-ton crane, the existing 2-ton cranes in the low-level hangar having been taken down, reconditioned and re-erected one bay further out on the cantilever roof. But Fig 6 showed a 5-ton crane on the outer part of the cantilever roof. Was that the crane referred to, or was there another 2-ton crane somewhere? If it was a 5-ton crane that had been moved out, had it been necessary to strengthen the roof structure?

Price – £10