Remedial Works to Cracked Reinforced Concrete Deep Beams

Author: Mackey, S;Wan, Thomas K C

Date published

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

Remedial Works to Cracked Reinforced Concrete Deep Beams

Tag
Author
Mackey, S;Wan, Thomas K C
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Author

Mackey, S;Wan, Thomas K C

Citation

The Structural Engineer, Volume 53, Issue 11, 1975

Date published

N/A

Author

Mackey, S;Wan, Thomas K C

Citation

The Structural Engineer, Volume 53, Issue 11, 1975

Price

Standard: £10 + VAT
Members/Subscribers: Free

A great population explosion combined with an acute shortage of building sites have led to intense high-rise building development in the urban areas of Hong Kong. Fig 1 typifies this sort of development and shows a 20-storey block of domestic apartments carried on reinforced concrete walls of slip-form construction. The walls are partly supported at second-floor level on three reinforced-concrete transfer beams BI, B2 and B3, each of which is supported at one end by columns Cl; C2 and C3 respectively. These columns are offset from the upper walls to provide ready access to the two storeys of car-parking located beneath the apartments and are, in turn, carried on caissons at a lower level.

S. Mackey and Thomas K.C. Wan

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 11

Related Resources & Events

The Structural Engineer
<h4>Verulam</h4>

Verulam

Our comments on sanctions-or rather that there were none-associated with errors or neglect of checking authorities (September 1975) have elicited a salutary riposte from Mr. T. N. W. Akroyd (F). Verulam

Price – £10
The Structural Engineer
<h4>Redevelopment of the South Side of Victoria Street, London</h4>

Redevelopment of the South Side of Victoria Street, London

This paper describes the general design procedure and construction techniques adopted for this extensive development in central London. The sub-structure work involving the construction of deep basements and the adoption of various design and constructional techniques are described. The results of strain gauge measuring procedures adopted in the foundations are discussed together with the approach to the foundation design. F.T. Hodgson and A.W. Bryan

Author – Hodgson, F T;Bryan, A W
Price – £10
The Structural Engineer
<h4>Discussion on LUCID - an Aid to Structural Detailing by L.L. Jones</h4>

Discussion on LUCID - an Aid to Structural Detailing by L.L. Jones

Mr. J. E. C. Farebrother (F) : I have been asked to open this discussion in my capacity as Chairman of the Steering Committee of the LUCID organization. Len Jones has thanked almost everybody except himself and I would like to do that on behalf of the LUCID members.

Price – £10