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- Forskere lokker MRSA i dødsfælde med dopede peptider
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- A Danish traffic gem
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- Vejdirektoratet Contact Us
- Entrepriseleder med flair for asfalt til Vejdirektoratets kontor i Aalborg - Vejdirektoratet
24.011 jobs for experienced candidates, graduates and Young Professionals
This is an error fix release to correct an urgent software issue preventing the loading of any results file generated since midnight 1st January into LUSAS Modeller. Other error fixes and change requests are included. This release is an error fix release for various change requests. Go to Software Download page. Version In addition to steel frame design.
New worked examples are provided to show how the new design checking and design load combinations facilities are used. In summary, this release contains the following enhancements:. Steel Frame Design menu items will be omitted if a model analysis category of 3D is not in use, and menu items will be 'greyed-out' if your software licence key does not currently support them.
Please contact your account manager if you wish to have access to any licensed options, and are unable to do so. Steel Frame Design. This is performed as a results processing operation following the solving of a model, and the assignment of Steel frame design attributes to lines that represent steel members, in order to provide design related information for a specified design code. The following design codes are currently supported:.
Design check results are visualised as Utilisation ratios on a results viewing layer for a selected design code, and active loadcase, load combination or envelope.
Results components for individual design checks can be chosen for viewing, and maximum utilisation factors can also be obtained. Design summary reports. A tabular summary of design check results can be produced for selected members and loadcases. Results may be saved for use with Microsoft Excel or saved to a text format. Results can also be added to a model report, and each time the main report is generated the design summary data will be updated to match the current state of the model.
Formatted member reports. To investigate the design calculations carried out for particular members, formatted design reports can be generated, showing the calculations made and referencing clauses and equations from the code. A formatted design report for the selected member can be added to a model report.
New worked example. Steel Frame Design to EN shows the steps required to prepare a model for a steel frame design check in accordance with EN , and viewing results of member utilisation both as contour plots and as fully annotated design reports. Design Code Load Combinations. The new Design Combination wizard is used to assign a loadtype to a loadcase, envelope or basic combination for a supported design code.
Based on the assignments and settings made, load combinations for those load types are automatically generated by LUSAS Modeller, rather than having to be user-defined one-by-one. Combination options. Design combinations for the following codes of practice are supported. Bridge Design Load Combinations to EN shows the use of the new design load combinations wizard to generate factored design combinations from codes of practice.
RC Slab design with bending and in-plane effects The reinforced concrete slab design facility has been improved to consider in-plane effects for structures modelled using shell elements. Calculations now carried out are for reinforced concrete slabs without prestressing that are modelled using plate or shell elements.
For SLS, both bending-only using principal moments , and bending and in-plane effects using principal stresses can be considered, if supported by a chosen design code. Reinforcement arrangements are now defined using RC slab design attributes. Multiple slab design attributes may be defined and assigned to relevant features on a model. Values and results contours for a chosen results component can be displayed for a stated slab face and for a previously chosen Code of Practice using standard values and contour plotting facilities.
The introduction of Wood-Armer attributes simplifies the specification of slab reinforcement arrangements. Multiple Wood-Armer attributes may be defined and assigned to relevant regions and features on a model. The following codes of practice are currently supported:. Material library enhanced. Supplied library materials are now accessed by choosing a material type, for a region or country when applicable , for design code or standard when applicable , and for a grade of material when applicable.
Defined material can now be named explicitly, rather than have just a system generated name assigned to it, as in previous versions. For some materials in some regions a user-defined grade can also be specified. China JTG D When the country name 'Denmark' and Design Code 'EN Denmark ' is selected on the Vehicle Load Optimisation dialog, traffic loading can now be generated according to Denmark standards:.
When the country name 'Sweden' and Design code 'TDOK Military Vehicles' is selected on the main Vehicle Load Optimisation dialog, vehicle loading can now be generated to aid with military load classification of bridges with reference to clauses 2.
UHabb January United Kingdom - BS loading added. British Standards Institution, March Nonlinear cable tuning loadcase. The linear cable tuning analysis facility which calculates load factors for selected lines in a model that represent cables in order to achieve defined target values for various results components has been supplemented by a nonlinear cable tuning loadcase option.
Nonlinear cable tuning is for use in nonlinear analyses where geometric, material or boundary condition nonlinearity may exist. It is also used for obtaining an equilibrium state of stressed geometry in existing structures when nonlinear effects are significant. Unlike linear cable tuning, loadcases do not have to be explicitly selected to be included in a nonlinear cable tuning analysis. Instead, the position of a nonlinear cable tuning loadcase within the Analyses Treeview will dictate which preceding loadcase is used to provide loading data for the cable tuning analysis.
P-Delta analysis has now been implemented for bar, beam, thick and thin shell, and 2D and 3D continuum elements with GNL capability. P-Delta analysis is an approximate geometrically nonlinear GNL analysis typically used to take account of the interaction between vertical and horizontal sway loading on tall, slender buildings.
Vertical constant loads usually dead loads are used to form the geometric stiffness stress stiffened matrix for the structure; additional live load cases can then be applied and load combinations used to capture the effects of the interaction between lateral and vertical loading. Time dependent prestress. The multi tendon prestress wizard has been updated for the AASHTO and Eurocodes to provide an option to allow for producing details and results of losses at any time, and for any stage of construction, for supported design codes.
Selection of the new 'Losses based upon time inputs and calculated stresses' option simplifies and avoids the previous need to duplicate particular values for Age, material and geometric attributes that were assigned to the loaded beam.
Codified equations are now used to compute creep and shrinkage coefficients that were previously difficult for users to define.
Values of "stress at transfer" and "change in stress after transfer" are now computed from assigned model data by solving the model at least twice. In doing this, for an initial solve the pre-solution , the stress at transfer is assumed to be zero, all time-dependent losses are assumed to be zero, and the prestress loads calculated accordingly. In the second or subsequent solve, the stress at transfer is calculated using the eccentricity of each sampling point, and stresses in concrete read from the results of the corresponding loadcase in the first or previous solution.
The method of defining prestress prior to this release can still be accessed using the 'Approximate losses, requiring input of estimated stresses' option which allows for producing details and results of short term and long term losses only.
Time management facility. The time management facility provides the means to manage a simple construction schedule and easily adjust the duration of pre-defined construction stages in a staged construction analysis.
It can be used to easily and automatically update the total response time values in nonlinear and transient controls that have been previously specified for each loadcase of a staged construction analysis. Eigenvalue buckling of stressed structures.
The current linear buckling analysis facility has been extended so that it is now possible to define loads that remain constant dead loads and those that can vary live loads for the computation of a load factor to cause buckling.
Linear buckling analysis can now also be carried out after a static nonlinear analysis. Conversion of loading to mass for eigenvalue analysis. It is now no longer required to manually convert loading to mass if any semi-permanent loading is to be taken into account as part of an eigenvalue analysis.
Instead an option on the eigenvalue control dialog can be selected to automatically make allowance for this loading. Only loading acting in the direction of the vertical axis is considered. Inspection Locations. Inspection locations provide the means to obtain results for user-defined positions of interest on a model. Model features can have multiple inspection locations assigned to them. Inspection locations can report results on elements that belong to the assigned feature, and also those elements that belong to topologically connected features.
Results can be viewed for all defined inspection locations by selecting the Inspection Locations option from a relevant results dialog, or for individual chosen locations. Improved averaging of results. Results averaging rules can now be accessed via the Model Properties dialog or the Model Properties control object in the Analyses Treeview. Averaging rules are common for all analyses.
Where averaging is inappropriate, multiple values instead of an averaged value are now displayed. The new Averaging Options dialog allows users to state when averaging rules should and should not take place between adjacent pairs of elements in line, surface and volume features.
Enhanced averaging for Direct Method Influence analysis. The former requirement in Version 15 to specify unaveraged or averaged influence results for each participating element when defining an Direct Method Influence attribute has been removed. Instead, for Version 16, this decision will be made automatically. Influence attributes defined in and assigned to a model in Version 15 are unaffected by this new behaviour because the type of results averaging method that was specified at the time the influence attribute was generated is defined within the attribute.
Selective Results Output. Following results calculation for the whole model, the results written to a results file can be stated to either be for all elements, or now, for a specified subset of elements those part of a group within a model. Choosing the latter produces smaller results files more quickly than would be created for a whole model.
Improvement to Graph through 2D facility. A slice section can now be created with reference to a selected line, arc or combined line, optionally specifying that the projected length of the line in a chosen direction be used to define the length of slice section line on the model. In addition line sections can be created from intersecting surfaces advanced use or at the location of an existing graphed location. When defining the line section by cursor or for lines generated by projection, the section line created will, by default, be drawn in the Utilities layer.
This may be used later for repeating the cut if a graph along the same line is required. A 'Width for corridor averaging' value can optionally be specified to increase the number of results used when creating a graph of slice results in order to avoid localised results concentrations.
Forskere lokker MRSA i dødsfælde med dopede peptider
Use Adobe Acrobat Reader version 10 or higher for the best experience. This report describes work to extend the OTM passenger demand models to predict the choice of time of travel for car drivers. The work has been undertaken so that the OTM model can be used to assess congestion charging policies where the charge varies according to the time of day. The report is technical in nature, describing how time period alternatives have been defined for the modelling, the results of the model development for each of the seven travel purposes represented in the model, and the results of the model validation. RAND reports present research findings and objective analysis that address the challenges facing the public and private sectors.
Vejdirektoratet
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A Danish traffic gem
Try out PMC Labs and tell us what you think. Learn More. Sixty-one social surveys on annoyance caused by road traffic noise conducted world-wide over a period of forty-five years have been re-analyzed by various means for possible temporal trends. Eighteen of these surveys were conducted after No indications were found that would warrant revision of the current EU reference curve for predicting the annoyance from road traffic noise.
Legal Specialist
Based in Copenhagen, Denmark, IPAS was established for the purpose of serving the operations of entities under its coverage, primarily with advice and solutions to everyday implementation challenges. IPAS has three main roles:. Support to operations in the field offices: IPAS provides timely advice and supports actively finding of solutions to everyday implementation challenges, based on policy and best practices. It also provides operational support in specific areas. Business efficiency: IPAS recommends changes to policies, processes and operating standards based on the feedback and experience of the field offices. IPAS also ensures transparent and efficient project implementation, in line with policy and business needs.
Vejdirektoratet Contact Us
Together with the Danish Road Directorate Vejdirektoratet , we worked to develop new digital touchpoints to replace legacy systems. The strategy is to involve key stakeholders early on and create extensive visual prototypes to give everyone a clear picture of where we are heading. Maintaining enthusiasm for the project was particularly important in this case, as it involved a lengthy tender, selection, and build process in a public sector enterprise. A wide variety of stakeholders made it natural to involve representatives at an early stage, learn about their challenges and desires and secure their early commitment to the new initiative. This tactic has proved valuable in making the final product, as the insights can guide decision-making, and potential conflicts are uncovered early so they can be effectively mitigated. Creating extensive visual prototypes is a solid strategy for avoiding the ambiguity of language-heavy slide decks and instead discussing the solution itself and how it will be used. The prototypes have sparked many healthy discussions and reassured management that the project is going in the right direction and has the momentum they are looking for.
Entrepriseleder med flair for asfalt til Vejdirektoratets kontor i Aalborg - Vejdirektoratet
Are you looking for an internship in spring Would you like to turn your theoretical toolbox into practical experience working with co-simulations and optimizations? Here, we are 13 colleagues responsible for driving the design of new mechanical products by application of simulations driven development.
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