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There are hundreds of templates, ranging from the basic ("head and shoulders," a peak flanked by two smaller peaks) to the runic (Bollinger bands, an elastic method of determining a trading range) and the silly (the Alligator.
The elastic method includes the effect of interaction between the thermal loading and static loading.
For fully anchored walls, the elastic method is summarised (for comparison reasons) and a corresponding simple plastic method is presented.
The elastic method previously developed for the design of steel structures subject to a fire for a 2-dimensional framework has been extended to a 3-dimensional one.
Although being a simple method of design, the elastic method produces rather inefficient steel frame structures in terms of the weight of steel used to support a load.
Most thin-walled steel sections exhibit a softening moment rotation characteristic under bending, and as a result, an elastic method of analysis and design is usually recommended for continuous beams with this type of section.
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Steel angle members are usually designed by elastic methods, which may lead to uneconomical design.
The FIFO is designed using synchronous elastic methods, facilitating its synthesis with commercial CAD tools.
The model successfully predicts the cure stresses where more standard elastic methods fail.
It is shown that the design of vessels based on the elasto-plastic methods is much more economic than elastic methods.
Application of "advanced analysis" methods suitable for non-linear analysis and design of steel frame structures permits direct and accurate determination of ultimate system strengths, without resort to simplified elastic methods of analysis and semi-empirical specification equations.
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