Partial Buttress Reservoir Walls

Author: Wood, A A;Al-Shawi, F A N

Date published

N/A

First published: N/A

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

Added to basket

Back to Previous

Partial Buttress Reservoir Walls

The Structural Engineer
Partial Buttress Reservoir Walls
Date published

N/A

First published

N/A

Author

Wood, A A;Al-Shawi, F A N

Price

Standard: £9 + VAT
Members/Subscribers: Free

Buy Now

This paper records an investigation info the structural behaviour of a reservoir wall, supported by buttresses curtailed at a low level. A finite difference analysis, supplemented by tests on perspex models, leads to a proposal for an economical design form, and design tables are presented for this. A.A. Wood and F.A.N. Al-Shawi

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 1

Related Resources & Events

The Structural Engineer
Stability of Modern Buildings Introduction by L. R. Creasy, OBE, BSc, CEng, FIStructE, FlCE to the D

Stability of Modern Buildings Introduction by L. R. Creasy, OBE, BSc, CEng, FIStructE, FlCE to the D

The ‘Stability’ report has taken some time to develop but the timing of its appearance has coincided with a period of very active re-thinking of our basic structural philosophy. In particular, it seems to form the third member of a trilogy which began with the Aims of Structural Design and has coincided with the issue of recommendations on Future Building Regulations.

Price - £9
The Structural Engineer
Correspondence Notes on a Failure: Wood-wool Slabs used as Permanent Shuttering

Correspondence Notes on a Failure: Wood-wool Slabs used as Permanent Shuttering

A reinforced concrete office block of 7 storeys was recently damaged by IRA bomb attack. The bomb was placed on the first floor in an end bay and opposite to a staircase, and did considerable structural damage. The bay of first floor on which the bomb was placed was demolished and a hole was blown in the second floor slab above. This, together with damage to external columns, wall beam and solid end gable were all that might have been expected from the size of the bomb employed. However, and at first sight without explanation, large areas of the 6 in thick 'flat-slab' first floor were also damaged. In spite of the fact that these bays could have suffered only from secondary or reflected blast, deflexions of up to 8 in appeared in the middles of several of the 15 ft square bays.

Price - £9
The Structural Engineer
May 1971 CEI Examinations

May 1971 CEI Examinations

The CEI Board's Moderators and Chief Examiners present the following report in the hope that it will be of help to prospective candidates and particularly to colleges who provide courses of preparation. From the performances of candidates in May 1971 too many are clearly ill-prepared for the examination or are incapable of reaching its standard.

Price - £9