The Design of the Channel Tunnel

Author: Gould, H B;Jackson, G O;Tough, S G

Date published

N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now
Back to Previous

The Design of the Channel Tunnel

The Structural Engineer
The Design of the Channel Tunnel
Date published

N/A

Author

Gould, H B;Jackson, G O;Tough, S G

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now
Author

Gould, H B;Jackson, G O;Tough, S G

This paper touches on the history of the Channel Tunnel from the re-awakening of interest in the project, in 1957, to the present day.

H.B. Gould, G.O. Jackson and S.G. Tough

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 2

Related Resources & Events

The Structural Engineer
<h4>Discussion on Torsion in Concrete and CP110 1972 by W.T. Marshall</h4>

Discussion on Torsion in Concrete and CP110 1972 by W.T. Marshall

The values given in Tables 1 and 2 can be summarized as follows:

Price - £9
The Structural Engineer
<h4>Building Control after the Health and Safety at Work Act 1974</h4>

Building Control after the Health and Safety at Work Act 1974

The changes which will be brought about by the 1974 Act and a possible alternative to existing systems of control operating in the United Kingdom are described in this paper. All town planning and financial controls affecting building are outside the scope of this paper. Technical requirements in Building Regulations or By-laws, will not be dealt with but the paper will concentrate on enforcement of Regulations affecting construction of buildings. In its territorial scope it will deal mainly with England and Wales with some reference to building control in Scotland. R.M. Silber

Price - £9
The Structural Engineer
<h4>Inelastic Buckling of Steel Beams under Non Uniform Moment</h4>

Inelastic Buckling of Steel Beams under Non Uniform Moment

The influence of the conditions of loading and lateral support on the inelastic lateral buckling of rolled steel beams is studied using a finite element approach. The numerical results obtained are subsequently used to assess the accuracy of simplified methods of allowing for these factors. Changes in the form of the applied loading are found to affect the critical moment much less in the inelastic range than in the elastic range and it is therefore suggested that the use of an effective length approach provides the most appropriate method of dealing with such factors. D.A. Nethercot

Author - Nethercot, D A
Price - £9