A New Approach?
Date published

N/A

Price

Standard: £9.95 + VAT
Members/Subscribers: Free

Back to Previous

A New Approach?

The Structural Engineer

Citation

The Structural Engineer, Volume 72, Issue 2, 1994

Date published

N/A

Citation

The Structural Engineer, Volume 72, Issue 2, 1994

Price

Standard: £9.95 + VAT
Members/Subscribers: Free

Though some engineers object, most modern structural Codes or design standards use partial safety factors, i.e. y-factors. With certain exceptions, there are generally two y-factors - yf for loads and ym for resistances.

J.C. Taylor

Additional information

Format:
PDF
Publisher:
The Institution of Structural Engineers

Tags

Issue 2

Related Resources & Events

The Structural Engineer

Verulam

Verulam

The Structural Engineer - what should be in it? The nature of the contents of the Institution’s journal has been discussed frequently in Verulam - e.g. reference to the journal for 18 August 1992 will reveal quite extensive correspondence on whether the technical papers are ‘too academic and on the production of ‘practical’ papers. Darryl Blackwood, of Manchester, expresses a desire for an even wider range of articles and features than at present appears: The image of the profession has been a source of concern of late. One of the vehicles which promotes the image of the structural engineer is The Structural Engineer. Verulam
Price – £9.95
The Structural Engineer

Structural Failures and Design Philosophy

Structural Failures and Design Philosophy

Popper has argued that the growth of scientific knowledge takes place as a result of the falsification of theories. Some of his ideas can be applied to engineering knowledge as well, but the falsification of the calculation procedure model (CPM) cannot actively sought. When engineering failures do occur, therefore, they provide invaluable opportunities for the growth of engineering knowledge, provided that we can isolate the component of the CPM that has been falsified. The two cases of failure discussed in this paper indicate that the design philosophy component of the CPM has been falsified. The two resulting suggestions for changing the CPM are (i) to control the progression of collapse in a structure so that greater warning given and (ii) to take into account the sensitivity to deviations from specifications when selecting structural alternatives. W.P.S. Dias
Author – Dias, W P S
Price – £9.95
The Structural Engineer

Limit State at 40: New Beginning or Midlife Crisis?

Limit State at 40: New Beginning or Midlife Crisis?

The development of limit state design, based on partial safety factors, began in earnest with the formation of the European Committee for Concrete (CEB) in 1953. As far as many engineers are concerned, the limit state revolution is now all but over: permissible stress design is still in use, but most new Codes worldwide are based on the partial factor approach and it forms the basis of all the new draft structural Eurocodes. A.N. Beal
Price – £9.95