Übersetzung für "Bemessungsverfahren" in Englisch

Sj, cannot be considered as design methods for general application. - From an operational point of view the complexity of the design procedures is of Importance.

In RF?/STEEL Plasticity, the following design methods are available:

The nonlinear design method is described in chapter 2.4 .

A proper design method needs to account for the combined effect of all the prescribed conditions.

In the exercise units of the tutorial, the required certification procedures and design methods will be presented and demonstrated using carefully selected examples.

In addition, computational and simulation models for wood-fibre composites were presented along with design methods and usage guidelines.

We will check the example shown in Figure 2.39 for a dimensionless design procedure by means of a design table.

For all-composite cylinders with non-metallic non-load bearing liners the ‘safe life’ is demonstrated by appropriate design methods, design qualification testing and manufacturing controls.

Extensive experimental investigations on structural details and FEM-supported-design methods has shown the high efficiency with conventional S235, S355J2 and fine grain steels, such as S460N, S690QL and even higher strength steels.

Also, there is pressure towards the use of heavier axle loads, in connection with the use of road friendly suspension, which is not incorporated in current design methods.

For design methods based on the standard temperature-time curve i.e. heat exposure models H? and H_, the design criterion is expressed in a time domain, e.g.:

The design procedure has recently been further de veloped in order to arrive at a design method in regard to fire exposure which is in principal agreement with modern loading and safety philosophy for the non-fire state.

Work sponsored by many research and industry organizations have resulted in the development of analytical methods to predict fire growth and development, heat transfer to and through the structural frame, and structural response of the building.

The design method H, ­ S. and occasionally H. ­ S. with experimental verification of the fire resistance, corresponds to a vast majority of national building codes (see Chapter 2).

In this formula the design criterion is adapted to design methods based on a natural fire, i.e. heat exposure model H,.

The growth in weight and volume of traffic beyond the level on which existing design methods are based, as well as the use of new or alternative materials, justifies the need for new and improved design methods.

However, where the tax was calculated on the basis of estimates owing to the non-availability of the data needed to assess the tax properly, there is a compulsory assessment procedure which is suspensory and is laid down in Article 84 of the tax Code.

Such a design method, established by Technical Committee 3 of the European Convention for Constructional Steelwork and derived for normal weight concrete, is available now (1) and will be reviewd.

Once these studies have been completed it Is anticipated that a significant simplification In the analysis will be realized resulting In a design method for fire endurance Integrated as part of the basic engineering calculations for steel structures.

The design method H, - S. and occasionally ? - S with experimental verification of the fire resistance, corresponds to a vast majority of national building codes (see Chapter 2).

In contrast to the acceptance of improved heat exposure models there is a growing acceptance of design methods H - S and H - S- with an analytical verification of the fire resistance.

Relevant factors essential for the practical application of the respective design methods, summarized in Figure III, are (see for a detailed discussion (6):

For design methods based on the standard temperature-time curve i.e. heat exposure models Hi and H, the design criterion is expressed in a time domain, e.g.: