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

N/A

Price

Standard: £10 + VAT
Members/Subscribers: Free

Back to Previous

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

Tag
Author
Date published
N/A
Price

Standard: £10 + VAT
Members/Subscribers: Free

The Structural Engineer
Citation

The Structural Engineer, Volume 50, Issue 1, 1972

Date published

N/A

Citation

The Structural Engineer, Volume 50, Issue 1, 1972

Price

Standard: £10 + VAT
Members/Subscribers: Free

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.

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Opinion Issue 1

Related Resources & Events

The Structural Engineer
<h4>Discussion The Structural Behaviour of Steel and Concrete Box Girder Bridges by J.C. Chapman, P.J. D</h4>

Discussion The Structural Behaviour of Steel and Concrete Box Girder Bridges by J.C. Chapman, P.J. D

Mr. D. W. Smith : I was delighted to read this paper. It has the unusual property of being based on a sound theoretical background combined with applicability to creative design and practicality of presentation. A paper of this sort coming out of a university has appeal to the practical man, and goes some way in bridging any dangerous gap which tends to build up between the academic and the practitioner; between theory and practice.

Price – £10
The Structural Engineer
<h4>Correspondence The Diagonal Tensile Strength of Brickwork by B. Stafford Smith, C. Carter and J.R. C</h4>

Correspondence The Diagonal Tensile Strength of Brickwork by B. Stafford Smith, C. Carter and J.R. C

A study of the detailed stress distribution in brickwork is essential for the proper understanding of the behaviour of this composite material. The authors are thus to be congratulated for their work in applying the finite element method of analysis to a brickwork disc under diametrical load, taking into account the non-homogeneous nature of the material.

Price – £10
The Structural Engineer
<h4>Correspondence Notes on a Failure: Wood-wool Slabs used as Permanent Shuttering</h4>

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 – £10