Colloquium Tower Bridge
Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

Colloquium Tower Bridge

Tag
Author
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Citation

The Structural Engineer, Volume 63, Issue 2, 1985

Date published

N/A

Citation

The Structural Engineer, Volume 63, Issue 2, 1985

Price

Standard: £10 + VAT
Members/Subscribers: Free

The paper attempts briefly to record and describe the construction of this unique combination of structure and machine, and the care and attention provided over the years to produce, in the opinion of the authors, a regeneration of the best known bridge in the world, now approaching its centenary.

L.W. Groome, W.I. Halse, E.M. Longton and D.L. Stephens

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 2

Related Resources & Events

The Structural Engineer
<h4>Verulam</h4>

Verulam

Mostly micros The use of microcomputers in structural engineering, which was raised in this column several months ago, has attracted considerable interest among our readers; the correspondence this month has been concerned predominantly with their application and the resulting implications for many of us. Verulam

Price – £10
The Structural Engineer
<h4>The Real Behaviour of Structures - Soil Structure Interaction</h4>

The Real Behaviour of Structures - Soil Structure Interaction

The real behaviour of structures in contact with ground involves an interactive process beginning with the construction phase and ending with a state of balance after a period of adjustment of stresses and strains within the structure and within the ground influenced by the structure. S. Thorburn

Price – £10
The Structural Engineer
<h4>Lateral Forces Due to Longitudinal Prestressing of Concrete Box Spine-Beam Bridges with Inclined Web</h4>

Lateral Forces Due to Longitudinal Prestressing of Concrete Box Spine-Beam Bridges with Inclined Web

Box spine-beam bridges in prestressed concrete have become a widely used form of construction for spans in the range 20 m to 150 m. However, if inclined webs are adopted with prestressing tendon profiles parallel to those webs, the effects of longitudinal prestressing can give rise to significant transverse forces in the top and bottom slabs. R.M. Spiller, R.E. Kromolicki and M.I. Danglidis

Price – £10