Government Offices, Horseferry Road, London SWl. Discussion on the paper by H. E. Mills CEng AMlStru
Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

Government Offices, Horseferry Road, London SWl. Discussion on the paper by H. E. Mills CEng AMlStru

Tag
Author
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Citation

The Structural Engineer, Volume 46, Issue 4, 1968

Date published

N/A

Citation

The Structural Engineer, Volume 46, Issue 4, 1968

Price

Standard: £10 + VAT
Members/Subscribers: Free

Mr. G. Somerville (Cement and Concrete Association): ' On page 340 of his paper, Mr. Mills refers briefly to tests that were carried out by the C & CA on behalf of the Ministry of Public Building and works on the joint detail of Fig 5 the simple dowel column-column connection. I would like to give a brief outline of this test programme (more than 50 specimens have been tested to date) and of the most significant results so far. '

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Opinion Issue 4

Related Resources & Events

The Structural Engineer
<h4>Test of a Multi-Storey Rigid Steel Frame Designed in Accordance with the 1964 Joint Report of the In</h4>

Test of a Multi-Storey Rigid Steel Frame Designed in Accordance with the 1964 Joint Report of the In

A 3 storey 2 bay x l bay full-size, rigid-jointed, steel frame has been designed in accordance with the Joint Committee Report on Fully Rigid Multi-Storey Welded Steel Frames (December, 1964). R.H. Wood, F.H. Needham and R.F. Smith

Author – Wood, R H;Needham, F H;Smith, R F
Price – £10
The Structural Engineer
<h4>Shakedown Analysis the Design of a 275kV Switchhouse</h4>

Shakedown Analysis the Design of a 275kV Switchhouse

A steel-framed switchhouse, designed for the Central Electricity Generating Board, proved unusually sensitive to wind loading. Calculations show that repeated wind loading, together with random application of live loading, will lead to incremental collapse at a of incremental collapse and alternating plasticity relatively low load factor. The phenomena single and two-storey frames, and the results are first discussed with reference to simple of model experiments are presented. Sample detail calculations are then given for the switchhouse, showing how a practical plastic design may be made for (a) static collapse under vertical loads only, and (b) static collapse with added wind load. The columns having been designed elastically, the whole structure is then analysed for its sensitivity to incremental collapse and alternating plasticity, and the shakedown load factor is determined. J. Heyman, R.P. Johnson, P.P. Fowler and I.P. Gillson

Author – Heyman, J;Johnson, R P;Fowler, P P;Gillson, I P
Price – £10
The Structural Engineer
Verulam pen

Verulam (readers' letters – March 2024)

This month's letters concern subsidence, Category 3 checks and New Zealand seismic masonry codes.

Date – 1 March 2024
Author – Various
Price – £10