This European Standard lists the information that may be communicated and includes a brief description in the inspection documents of iron and steel products as described in EN 10021 and EN 10204. By laying down standardized designations and definitions for information likely to appear in inspection documents and by introducing code numbers for each of the designated sections, this European Standard intends to contribute to the elimination of communication difficulties in European trade.
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This European Standard specifies the general technical delivery conditions for all steel products covered by
EN 10079 with the exception of steel castings and powder metallurgical products.
Where the delivery requirements agreed for the order or specified in the appropriate product standard differ from the general technical delivery conditions defined in this European Standard, then the requirements agreed for the order or specified in the appropriate product standard apply.
NOTE Inspection documents are covered by EN 10168 and EN 10204.
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Offshore oil and gas production was conducted throughout the entire 20th century, but the industry's modern importance and vibrancy did not start until the early 1970s, when the North Sea became a major producer. Since then, the expansion of the offshore oil industry has been continuous and rapid.
Pipelines, and more generally long tubular structures, are major oil and gas industry tools used in exploration, drilling, production, and transmission. Installing and operating tubular structures in deep waters places unique demands on them. Technical challenges within the field have spawned significant research and development efforts in a broad range of areas.
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Author: Martin D Liu, BE, MPhil, PhD John P Carter, BE, PhD, FIEAust, MASCE | Size: 979 KB | Format:PDF | Publisher: Department of Civil Engineering The University of Sydney | Year: 2006 | pages: 68
ABSTRACT
A theoretical study of the behaviour of structured soil is presented. A new model, which is referred to as the Structured Cam Clay model, is formulated by introducing the influence of soil structure into Modified Cam Clay. The proposed model is hierarchical, i.e., it is identical to the Modified Cam Clay soil model if a soil has no structure or if its structure is removed by loading. Three new parameters describing the effects of soil structure are introduced and the results of a parametric study are also presented. The proposed model has been used to predict the behaviour of structured soils in both compression and shearing tests. By making comparisons of predictions with experimental data and by conducting the parametric study it is demonstrated that the new model provides satisfactory qualitative and quantitative modelling of many important features of the behaviour of structured soil
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BRE Building Elements Building services Performance, diagnosis, maintenance, repair and the avoidance of defects
Author: H W Harrison, P M Trotman | Size: 6.82 MB | Format:PDF | Publisher: IHS BRE Press | Year: 2000 | pages: 270 | ISBN: 1860814247
The fourth book in the BRE Building Elements series, this book is about the gamut of fuelled, piped, ducted, wired and mechanical facilities which extend over the whole age range of the UK’s building stock. It is the quality of heating, artificial lighting and other services, such as refuse disposal which makes an other wise bare carcass habitable - even efficient and enjoyable. 270 pages.
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