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Superseded Versions of Terms and Conditions

Oasys keeps copies of all superseded versions of its terms and conditions.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

View available cookies policies below:

 

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Case Studies

Oasys Software has been used on thousands of interesting and exciting projects over the years. We would love to tell about all of them, but the confidentiality of our clients and their clients is paramount. We are especially grateful then to our clients who have taken the trouble to secure the required permissions and created the case studies below.

Mile Long Opera, New York City
Pedestrian Simulation Mile Long Opera, New York City

As part of a major event on New York City’s successful High Line, one thousand singers, spoken word artists, and…

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Museum, USA
Pedestrian Simulation Museum, USA

A MassMotion study assessed the impact of redevelopment of an entrance to a major cultural building in New York City,…

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RMIT University, Melbourne
Pedestrian Simulation RMIT University, Melbourne

MassMotion was used to determine vertical circulation and circulation space to allocate to ensure smooth changeovers between timetabled lectures at…

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Wynyard Walk, Sydney
Pedestrian Simulation Wynyard Walk, Sydney

The Wynyard Walk is a 180-metre-long pedestrian link and tunnel between Wynyard station and a new commercial development at Barangaroo…

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Integrating existing data sources to model pedestrian behaviour
Pedestrian Simulation Integrating existing data sources to model pedestrian behaviour

MassMotion analysed a range of entry and exit scenarios at Stockton’s Grade II Listed Globe Theatre, due to reopen in…

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Princeton University – Frick Laboratory
Structural Analysis Princeton University – Frick Laboratory

Arup’s multidisciplinary design for Princeton University’s new Frick Laboratory had to meet major challenges, balancing the rigorous vibration and cleanliness…

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Suction Caisson Foundation System Design
Geotechnical Suction Caisson Foundation System Design

To assess the stability of a suction caisson foundation system for an offshore meteorological mast gathering data in advance of…

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Stadium fire evacuation planning
Pedestrian Simulation Stadium fire evacuation planning

This case study was an entry in the 2018 Oasys Competition. The competition is held at intervals to enable students…

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Optimisation of High-Rise Structures
Structural Analysis Optimisation of High-Rise Structures

In order to optimise the freeform truss façade of their high-rise structure in the early stages of the design process, Bas…

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Office Building Evacuation Modelling
Pedestrian Simulation Office Building Evacuation Modelling

This case study was an entry in the 2018 Oasys Competition. The competition is held at intervals to enable students…

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National Assembly for Wales
Structural Analysis National Assembly for Wales

The National Assembly for Wales is a multi award winning* project located in a prominent and prestigious waterfront site in…

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National Aquatic Centre, Beijing, China
Structural Analysis National Aquatic Centre, Beijing, China

The National Aquatics Centre, home to all the diving and swimming events, is one of the star attractions of the…

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Mamu Rainforest Walkway, Queensland, Australia
Structural Analysis Mamu Rainforest Walkway, Queensland, Australia

The Mamu Rainforest Canopy Walkway is a unique tourist facility set on the edge of the Wooroonooran National Park, part…

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The Circuit of Wales
Geotechnical The Circuit of Wales

Oasys Slope chosen for groundworks for £425 million scheme July 2018 update: In March 2017, a Welsh politician and Economy Secretary issued…

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Design Museum, London
Structural Analysis Design Museum, London

Oasys GSA and AdSec helped structural engineers to preserve the stunning 1960s hyperbolic paraboloid (“saddle”) copper-clad concrete roof at the…

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Novel Methods of Restraining Embedded Retaining Walls
Geotechnical Novel Methods of Restraining Embedded Retaining Walls

In the area of embedded retaining wall design and construction, conventional methods of restraining walls (e.g. propping, tie-back anchorage) are…

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