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Search Case Studies LUSAS Bridge is used New balance case study capabilities and engineers worldwide for all types of bridge analysis, design and load rating from simple slab deck bridges, steel trusses, integral bridges and bow-string arch bridges, through to box girder, movable, cable stayed and suspension bridges.
It is used routinely for all types of "architectural" bridges with slender or curved shapes, and especially where dynamic loading is important. These case studies provide a number of illustrative uses of the software with the most recently added article at the top.
Country flags relate to the project's location. Dismantling of the San Francisco-Oakland Bay Bridge East Main Span Dismantling of s steel bridge trusses and cantilever spans as part of demolition phase 1 involving staged construction modelling of the existing structure incorporating all renovations made during its lifetime, and a detailed stage by stage demolition analysis using to ensure safe removal of the structure.
For the non-standard work we undertake we need a general-purpose finite element analysis package that is not narrowly tailored to a particular market segment. LUSAS fulfils that role, letting us analyse and design with materials or for applications not yet well defined in civil engineering codes.
The results were strikingly similar, verified the LUSAS modelling method, and illustrated just how efficient LUSAS is at modelling track-structure interaction effects for these types of bridges. C West Gate Bridge Upgrade Strengthening of a major steel box girder bridge for additional traffic loading, by cantilever propping, internal stiffening, and post-tensioning; and management of construction loads.
Olympic Park Bridges Elastic critical bucking and nonlinear analysis of an exceptionally slender steel tied arch footbridge with steel plate hangers and a single-span integral highway bridge of composite steel box girder construction. Using LUSAS, Atkins found that existing industry and codified guidance was not always sufficient to ensure that a structure with unusual buckling behaviour was correctly modelled and the behaviour correctly accounted for.
Assessment of Brick Vaulted Arches at Glasgow Central Station Linear elastic modelling of a multi-span vaulted arch structure for load assessment and nonlinear analysis of a single vaulted arch using a multi-crack concrete material model to confirm RA8 loading.
Construction engineering analyses for a vertical lift bridge including the determination of stresses and displacements during the launching of a massive steel truss. Jerry M Pfuntner, P. Ramboll worked closely with architect Wilkinson Eyre and mechanical engineer Bennett Associates to develop the bridge concept and used LUSAS Bridge analysis software to assist with its design of the crossing.
The use of the steel and composite deck designer was mandatory to enable us to optimize the design in a reasonable amount of time in accordance with relevant Eurocodes.
MediaCityUK Footbridge is an asymmetric, cable-stayed, pedestrian swing bridge whose form and function was dictated by site constraints. The bridge comprises two spans: Demolition of Paseo Bridge Staged construction modelling of a self-anchored suspension bridge incorporating all renovations made to the structure during its lifetime and subsequent demolition analysis to ensure safe dismantling.
Redhayes Bridge Detailed linear, noninear and pedestrian moving-load and steady-state analysis to assist in the development of the first major highway infrastructure project designed and constructed to Eurocodes in the UK.
This 82m span twin-arch bowstring bridge was developed with the aid of LUSAS bridge analysis software and on completion was believed to be the first major highway infrastructure project designed and constructed to Eurocodes in the UK.
Mersey Gateway Bridge Analysis of an illustrative design of a 3-tower cable stayed bridge using line beam modelling to investigate global effects and a staged construction analysis to prove the design.
To assist with its development of the proposed new bridge Gifford used LUSAS bridge analysis software to carry out analytical studies to prove its draft design.
Ponte della Musica Natural frequency, forced vibration analysis and nonlinear buckling analysis of a steel arch pedestrian bridge. Cathedral Green Footbridge is an award-winning pedestrian and cycle cable-stayed swing bridge.
The bridge rotates on a pintle bearing, with a central wheel to support its weight and swings to one side automatically when the river is in flood. We especially enjoyed the ability to model the various stages of construction and in-service loading.
Spear, GAI Consultants Baker Bridge Staged construction modelling of a low-cost footbridge with time step analysis of pedestrian crowd loading Baker Bridge is an excellent example of a practical but eye-catching cable stayed footbridge designed for rapid erection and for a relatively low overall cost.
LUSAS Bridge analysis software was used to assist with the design of the bridge by modelling all stages of the construction sequence. Making the most of Eurocodes for critical buckling analysis Investigations into the implications of UK engineers changing to Eurocodes for bridge design and comparison of analysis of first and second order effects for critical buckling analysis.
The easy-to-use modelling capabilities and the re-use of previously defined load patterns helped enormously with this.Get the latest science news and technology news, read tech reviews and more at ABC News. Case Study of Successful, Complex IT Projects internal factors that can help in either detecting, managing and addressing external factors which contribute to complexity.
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