Engineering analysis and design software
Bridge design and engineering

Software Tour

Analysis and design capabilities

Analysis and design capability is dependent upon the product in use. The analysis and design capabilities of particular LUSAS Bridge software products can be extended by using software options. For details see the Software Specifications.

When designing your structure, multiple analyses can be defined and solved independently from within one model. This means that, in most cases, there is no need to create separate models and maintain clone copies of a model, in order to analyse and view results for different analysis requirements. 

The main analysis capabilities are summarised here.

Linear static

  • Stresses, strains, displacements, moments, shears and axial forces that result from static loading are easily calculated, displayed and output from any model.

Cable tuning analysis

The cable tuning analysis facility calculates load factors for cables in order to achieve defined target values set for various feature types or results components. An 'exact' method, an optimisation facility and two best-fit solution methods are provided.

Target values analysis

The target values facility is a post-processing tool that provides a general method of varying load factors in a linear analysis to try and achieve target values defined for particular feature types or results components. The target values loadset created is similar to a combination, but the load factors are automatically calculated by the program in response to the defined targets.


LUSAS carries out elastic critical buckling, which is required for the calculation of member resistances. Often it is also required by some codes to determine if a second-order analysis needs to be carried out. If so, a full nonlinear buckling analysis can be undertaken.

  • For existing structures, assessment or load rating to regional design codes can give conservative results showing they ‘fail’ buckling checks, but detailed buckling analysis with LUSAS can often reveal additional ‘hidden’ capacity and prove a load capacity.

  • For new plate girder, box or tub girder bridge designs, linear and nonlinear buckling analysis using LUSAS can investigate the girder stability during erection, look at the effects of a slab casting sequence, and also help to optimise the size of the web and flange plates, bracing, stiffeners and position of any temporary supports used. 

  • See Linear and Nonlinear Buckling Analysis for more information.



Fatigue calculations can be carried out using the total life approach. Fatigue life may be expressed in terms of the damage that is done to the structure by a prescribed loading sequence or as the number of repeats of a sequence that will cause failure.

Direct Method influence analysis

Direct Method influence analysis is a general and powerful way of calculating influences for line beam, frame, grillage, slab and deck models. The effect of a specified point load is assessed at each node or grid location on a loadable area of a structure. The influence can be calculated for any results entity / component according to the elements used, as well as for user-defined results components, and can be achieved for many locations and quantities within a single analysis.

Direct Method Influence definition

Direct Method Influence assignment


LUSAS Bridge excels in solving seismic and general dynamics problems. Straightforward modal dynamics problems can be solved using Interactive Modal Dynamics (IMD) techniques which are provided in selected LUSAS Bridge products. The Dynamics software option contains the facilities required to solve a wider range of dynamic problems in the time domain with a step-by-step solution. Additionally, by combining the LUSAS Dynamic and LUSAS Nonlinear options both high and low velocity nonlinear impact problems can be solved using either implicit or explicit solution techniques.

The natural frequency of structures, the effect of dynamic loading, such as pedestrian loading on footbridges and responses due to earthquake or impact loading can all be readily calculated. Capabilities include:

Seismic design check of the Vasco da Gama bridge and approach viaducts

  • Pedestrian excitation

  • Vehicle pier impacts

  • High speed rail dynamic effects

  • Blast loading

  • Ship impact

  • Seismicity

Forced response, vibration and transient dynamics problems can also be solved, if you wish, by calculating the structural response for selected loadcases using the Interactive Modal Dynamics (IMD) results processing facilities.

Interactive Modal Dynamics (Modal superposition)

Interactive Modal Dynamics (IMD) allows the natural vibration behaviour of a structure to be combined with a loading regime in order to calculate the dynamic response of a structure to a range of applied excitations. IMD produces results an order of magnitude faster than traditional time-step solutions. Multiple and more advanced loading events (including moving loads and nonlinear behaviour) can be modelled with the IMDPlus and additional software options.

The IMDPlus software option extends the Interactive Modal Dynamics (IMD) techniques available in all LUSAS products, and which model a single loading event in a single direction, to allow multiple loading events with more advanced loading conditions to be solved.

The IMDPlus option is used for two primary uses: seismic response analysis of 2D and 3D structures subjected to acceleration time histories of support motion, and for the analysis of 3D structures, such as bridges, subjected to constant moving vehicle or train loads, and moving mass and moving sprung mass.

High Speed Train Dynamics

Staged construction analysis

See LUSAS Bridge Staged Construction Modelling

Prestress analysis

See LUSAS Bridge Load types and combinations

Vehicle load optimisation

See LUSAS Bridge Load types and combinations


An analysis will often have to take account of nonlinear materials, geometry, and support boundary conditions to accurately model the structural behaviour. The LUSAS Nonlinear software option provides the very latest powerful techniques for solving problems having:

  • Geometric nonlinearity (large deformations, finite rotations and large strains)
  • Material nonlinearity (concrete, steel, rubber and geotechnical material models)
  • Contact nonlinearity (point and surface).

Local and global nonlinear analysis with LUSAS helps ensure that bridges are designed economically and safely for any imposed loading. Automatic nonlinear solution procedures simplify the analysis process for applications such as:

  • Modelling lift-off of bearings and halving joints

  • Lead-rubber bearing analysis, bearing collapse

  • Elasto-plastic large deflection plate buckling

  • Large deflection cable analysis

  • Soil-structure interaction / integral bridge design

  • Masonry arch analysis

  • Time-dependent dynamic analysis

  • Vehicle and boat impact assessments

  • ‘Push-over’ analysis

  • Large deflection in cable structures

The Nonlinear option can also be combined with the LUSAS Dynamic and Thermal / Field software options to solve problems in which the effects of time and temperature are important.

Nonlinear modelling of a plate girder in shear

Creep modelling

  • Concrete creep including fib (formerly CEB-FIP) and Chinese model codes

  • The image (right) shows just a few exaggerated deformed shapes of a beam and shell model used to carry out a staged construction analysis (incorporating creep and post tensioning) to simulate the construction of the deck of a proposed bridge across the Mississippi River.

Soil-structure interaction

  • Useful geotechnical capabilities make use of a range of soil models. 

  • Residual soil stress varying with depth can be accommodated providing useful facilities for soil-structure interaction for integral bridges and culverts. 

  • Rock joints, pore water pressure dissipation, consolidation modelling, geotechnical problems involving long term excavation, construction in clays, and temporary works can all be solved.


See Geotechnical / Soil-structure modelling for more information.

Thermal / field analysis

The Thermal / Field software option contains extensive facilities for both simple and advanced steady state, and transient thermal / field analyses. By combining the LUSAS Thermal / Field option with other appropriate LUSAS options, heat transfer due to conduction, convection and radiation can be analysed. In addition, the effects due to phase change of material may also be included.

Heat of hydration

Modelling of heat of concrete hydration can be carried out for a variety of cement types using the using the Heat of Hydration software option. Effects due to the addition of fly ash and ground granulated blast furnace slag can also be included. 

When used in conjunction with Nonlinear, Dynamic, and Thermal software options the heat of concrete hydration can be computed during a thermo-mechanical coupled analysis and the temperatures and degree of hydration can be read in to the mechanical analysis.

Heat of Hydration analysis

Rail Track Analysis

When used with the Nonlinear software option the LUSAS Rail Track Analysis software option automates track/bridge interaction analysis for light and high speed rail projects to the International Union of Railways Code UIC 774-3. It allows you to automatically build models from data defined in Excel spreadsheets, run an analysis, and quickly calculate stresses and forces induced in the track from both thermal and train loading. Parametric positioning of train loading is supported, results graphs are automatically created and exported to Excel spreadsheets, and code checking results tables are generated.

Faster solution times

The Fast Solver option comprises additional solvers for use with particular LUSAS Bridge products.

  • The Fast Multifrontal Direct Solver can provide solutions several times faster than the standard Frontal Direct Solver for certain analysis problems.

  • The Fast Multifrontal Block Lanczos Eigensolver can, similarly, return results.
    several times faster than the standard Frontal Eigensolvers for certain problems.

  • The complex eigensolver provides efficient solutions for large-scale damped natural frequency problems.

  • The Fast Parallel Direct Solver and Fast Parallel Iterative Solver will solve large sparse symmetric and non-symmetric equations on shared memory multiprocessors.

Design code facilities

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Software Information

  Bridge / Bridge plus
green_arrow.gif (94 bytes) Software overview
green_arrow.gif (94 bytes) Modelling in general
green_arrow.gif (94 bytes) Advanced elements, materials and solvers
green_arrow.gif (94 bytes) Load types and combinations
green_arrow.gif (94 bytes) Staged construction modelling
green_arrow.gif (94 bytes) Geotechnical / Soil-structure modelling
green_arrow.gif (94 bytes) Analysis and design
green_arrow.gif (94 bytes) Design code facilities
green_arrow.gif (94 bytes) Viewing results
green_arrow.gif (94 bytes) Software customisation

  Bridge LT
green_arrow.gif (94 bytes) Software overview

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  Choosing Software
green_arrow.gif (94 bytes) Software products
green_arrow.gif (94 bytes) LUSAS Bridge LT
green_arrow.gif (94 bytes) LUSAS Bridge
green_arrow.gif (94 bytes) LUSAS Bridge Plus
green_arrow.gif (94 bytes) Software selection

  Software Options
green_arrow.gif (94 bytes) Click to see index
  Case Studies
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  Additional Information
green_arrow.gif (94 bytes) Linear and nonlinear buckling analysis
green_arrow.gif (94 bytes) Curved girder analysis
green_arrow.gif (94 bytes) Integral or jointless bridges
green_arrow.gif (94 bytes) Post-tensioning
green_arrow.gif (94 bytes) Concrete modelling
green_arrow.gif (94 bytes) Interactive Modal Dynamics
green_arrow.gif (94 bytes) LUSAS Programmable Interface (LPI)

  General information
green_arrow.gif (94 bytes) Hardware specification
green_arrow.gif (94 bytes) Licencing and Networking options
green_arrow.gif (94 bytes) Software prices
green_arrow.gif (94 bytes) Documentation
green_arrow.gif (94 bytes) Links page

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Copyright 1982 - 2017 LUSAS. Last modified: February 17, 2017. Privacy policy

Any modelling and analysis capabilities described on this page are dependent upon the LUSAS software product and version in use.