Terms & Conditions

Data Security

We are committed to ensuring that your information is secure. In order to prevent unauthorised access or disclosure we have put in place suitable physical, electronic and managerial procedures to safeguard and secure the information we collect.

All data is stored in secure electronic systems accessible only to Oasys staff with both valid network login credentials and specific authorisation to access the system.  Our systems further limit data access by role to ensure data is available only to those who have a specific need to see it.

If at any point you suspect or receive a suspicious communication from someone suggesting they work for Oasys or a website claiming to be affiliated with Oasys, please forward the communication to us or report the incident by email to [email protected] or in writing to Oasys, 8 Fitzroy Street, London, UK, W1T 4BJ as soon as possible.

Data Security Notice Updated 27th February 2020

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Website Terms and Conditions

The contents of this web site are protected by copyright and other intellectual property rights under international conventions. No copying of any words, images, graphic representations or other information contained in this web site is permitted without the prior written permission of the webmaster for this site.

Oasys accepts no responsibility for the content of any external site that links to or from this site.

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Software Licensing Terms

Terms and Conditions of Purchase

The full conditions of purchase and maintenance for all Oasys desktop software are set out in the Oasys Software Licence and Support Agreement.

The full conditions of purchase and maintenance for Oasys Gofer and Oasys Giraphe are set out in the Gofer SaaS Agreement  and the Giraphe SaaS agreement.

All prices are subject to TAX at the current rate.

Prices and specifications are subject to change without notice – please ask for a written quotation.

Although every care has been taken to ensure the accuracy of all information contained herein, the contents do not form or constitute a representation, warranty, or part of any contract.

Superseded Versions of Terms and Conditions

Oasys keeps copies of all superseded versions of its terms and conditions.

Maintenance & Support Services

Support and maintenance is included with all subscription licences for their full duration.

Annual maintenance contracts are available for software under a perpetual licence, prices are based on a percentage of the most recent list price.

This service includes:


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Living Bridge, University of Limerick

Software Used on this Project

Project Overview

With the aim of creating a new ‘living link’ between the University of Limerick’s established campus and its developing annex across the river Shannon, architects Wilkinson Eyre and structural engineers Arup designed the 230 metre long pedestrian bridge to create an organic link between the landscape, bridge and user.

The six independent spans join at the river’s islands on tetrapod piers.

How Oasys proved invaluable

The global analysis was carried out using the Oasys GSA software program. The typical 44m span was modelled in isolation from the structure and as a series of spans to idealise the dynamic interaction between the spans. The computer idealisation of the typical bridge span is a 3D skeletal space frame model consisting of beam elements, which were used to obtain the critical load effects in the structural members. The results of the GSA model were used to size the structural members, determine the dynamic behaviour of the bridge under pedestrian loading and in particular dynamic response factors, and to provide the parameters for the wind tunnel testing.

The tetrapods were modelled using a finite element model consisting of 2D shell elements to represent the plates of the tetrapods and 2D beam elements to represent the refuge steelwork deck members.

The 1.8 metre diameter piles supporting the tetrapods were modelled using the Oasys Alp program to obtain critical load effects along the pile length. A number of models were created to represent the bridge deck, tetrapod and supporting piles, to demonstrate the interaction between the structural elements and confirm the assumptions used in the bridge design.

A number of local finite element models were created to model specific connection details at the end anchorages, and also at the interface between the compression strut, circular hollow section, transverse girder and Macalloy bars.

The piled foundations were first modelled in Oasys Alp to calculate the load to deflection characteristics, with Oasys AdSec used to calculate the section stiffnesses and capacities. These results were then used as spring stiffnesses for the GSA model’s supports.

The bridge was fabricated in France and shipped as modules to site for installation.

"This footbridge is an elegant and exciting demonstration of the structural engineer's art."
IStructE Structural Award judge's comment

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