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Because VC-COLLIDE is designed specifically for using in a virtual construction scenario, its computational performance is significantly better than ODE.
This research aims at developing a simple and efficient collision detection method to support the rendering of a virtual construction scenario in real time.
The second example used a real-life construction scenario and a system was developed to visualise the construction process on a site where parts of the structure were to be built off-site.
The paper discusses the theoretical background and the supporting technologies for the development of the functional architecture and presents the deployment of the engineering e-Hub prototype in a construction scenario.
The manifold applications of concrete desired to have a compressive strength ranging from 60 to 100 MPa has made a paradigm shift for the need of High Strength Concrete (M60) in the construction scenario.
This paper first reviews the basic concept and the services provided by e-Hubs; then presents the engineering e-Hub's functional architecture, and discusses the engineering services supported by the functional architecture through a construction scenario.
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These include lead paint abatement sites, smelting operations, small arms firing ranges, and other construction scenarios.
Using the tool, four different construction scenarios are evaluated, representing a range of current construction methods used in present day UK house building.
VC-COLLIDE has been implemented and tested by using three typical construction scenarios: small building scenarios (683 objects), large building scenarios (2143 objects) and tall building scenarios (2612 objects).
The accumulating effects of dimensional and geometric variability in modular construction have traditionally been managed using trial and error strategies and use of standardized tolerance values for similar stick-built construction scenarios.
Construction scenarios that reduce operational carbon by improving the thermal envelope led to a 1 13% increase in embodied carbon but a 4 5% decrease in operational carbon compared to the basecase construction method.
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