A methodology was presented by the author in a previous paper for the development of design criteria for buildings. This methodology was based on the principles of structural reliability and structural dynamics. This paper illustrates how many elements of this methodology have been implemented and e
Development of seismic design criteria for category I cofferdams
β Scribed by S. Chakrabarti; A.D. Husak; P.P. Christiano; D.E. Troxell
- Publisher
- Elsevier Science
- Year
- 1978
- Tongue
- English
- Weight
- 566 KB
- Volume
- 45
- Category
- Article
- ISSN
- 0029-5493
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A convex model is used to estimate the maximum response of structural systems subjected to uncertain seismic excitations. The convex modal is based on the assumption that the energy of the excitation is bounded . A reduction factor, defined in the modal domain by dividing the results obtained from t
Previously reported design criteria for cooled tubular reactors are based on the prevention of reactor temperature runaway and were developed for single reactions only. In this paper it is argued that such criteria should be based on the reactor selectivity, from which eventually a maximum allowable