The behaviour of pressurised plain pipework subjected to simulated seismic loading-Reference-Cited by-同舟云学术

The behaviour of pressurised plain pipework subjected to simulated seismic loading

Published:1994-05 Issue:2 Volume:30 Page:63-72
ISSN:0039-2103
Container-title:Strain
language:en
Short-container-title:

Author:

Moreton D.N.,Yahiaoui K.,Moffat D.G.,Machin H.C.,Amesbury L.A.

Publisher

Wiley

Subject

Mechanical Engineering,Mechanics of Materials

Link

http://onlinelibrary.wiley.com/wol1/doi/10.1111/j.1475-1305.1994.tb00919.x/fullpdf

Reference15 articles.

1. “Notes on incremental collapse in pressure vessels”;Edmunds;J. Mech. Eng. Sci.,1961

2. 2 Carmichael, G.D.T. , “The CEGB aseismic piping research programme”, ASME, PVP Conf., (June 1990).

3. 4 May, G. , “Development of a Fortran program to predict the cyclic stress and strain behaviour of a pressurised cylinder subjected to simulated seismic loads”, internal report, Dept. Mech. Eng., University of Liverpool, (Sept. 1990).

4. 5 Beaney, E.M. , “Response of pressurised pipework to seismic excitation”, CEGB internal report No. TPRD/B/0826/R86, CCSD/SLW/P(86)/P43, (1986).

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