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Superseded Versions of Terms and Conditions

Oasys keeps copies of all superseded versions of its terms and conditions.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

Oasys software takes advantage of the latest research, some of which is created by Oasys staff and our colleagues in Arup, some by our clients and independent researchers. Below is a selection that the authors have kindly given us permission to publish.

A key aspect for the HS2 Phase One work is the redevelopment of Euston Station, as this will form the London Terminus. The highly complex station design is being delivered by the Euston Integrated Project Team (IPT) which comprises HS2 Limited, Mace Dragados Joint Venture (MDJV) and the SDSC (Stations Design Services Contracts – consisting of Arup / WSP JV and partners).

Written by

Ayrton Gill
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Redesigning, repurposing, or reviewing the operation of existing buildings can present challenges including a potential lack of full and accurate 3D spatial records. Arup has worked with in-house and external specialists to use reality capture scanning to develop 3D models of existing spaces, where data is unavailable or incomplete. Such 3D models can be invaluable to inform redesign by efficiently providing spatial data, which increases efficiency and confidence. Arup’s people movement teams have also utilised reality capture to develop realistic 3D models for Oasys MassMotion dynamic simulation.

Written by

Sarah Cauldwell and Dmitry Ivakin
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For large infrastructure projects, it is common to use a phased methodology to for assessing the utilities affected by ground movement from works. A three-phased process is proposed.  Phase 1 considers the magnitude of likely ground movements only. Phase 2…

Written by

Francesc Mirada, Riccardo Impiumi, Zeena Farook
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Virtual reality (VR) is becoming common in the AEC/FM industry, closely linked to BIM implementation. VR tools can be used to anticipate operational issues, simulating them in a virtual prototype since early design. The paper investigates such a topic in relation to access, space and use performance of an existing hospital facility.

Written by

S. Mastrolembo Ventura , T. Hilfert ,M. Archetti , M. Rizzi , A. Spezia , L.C Tagliabue , E. Oliveri and A.L.C. Ciribini
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Giordana, a PhD student at Sapienza University of Rome, spoke in detail about the research paper on Analysis for Evacuation Modelling of Road Tunnels using MassMotion at the CSPFea pedestrian simulation seminar that took place in Milan in early 2017.

Written by

Giordana Gai, Piergiacomo Cancelliere
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In order to explore the possibilities of using Additive Manufacturing (AM) techniques for the production of metallic structural elements for the Building Industry research has been carried out by the international engineering firm Arup.

Written by

Salomé GALJAARD, Sander HOFMAN, Neil PERRY, Shibo REN
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China accounts for nearly half of the global steel production. As a waste material or a by-product in the manufacture process, a large amount of blast furnace slag is generated every year. The majority of recycled blast furnace slag is…

Written by

Kangkang Tang, Steve Millard and Greg Beattie
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Finite element (FE) modelling has been widely used to create and assess models of the musculoskeletal system. However to achieve a high degree of resolution in describing the structural behaviour of the system, significant computational power and time are required. The objective of this study was to introduce a complimentary approach to FE modelling using a structural approach.

Written by

Alice Younge
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Since the 1930s, the limit equilibrium (LE) approach has been used to analyse slopes. This approach makes use of a number of differing analysis methods depending on the type of problem (circular vs non-circular) to be solved and the required accuracy of the result…

Written by

Carol Matthews and Zeena Farook and Peter Helm
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This paper presents a panel element that can be large in size without compromising analysis results. The development of this element is to hlp overcome the conflict requirement in finite element analysis…

Written by

Thomas Li, Arup
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The process followed in designing the piled raft foundation of a tall building is discussed. This entails analysing the governing limit states, assessing the geotechnical characterisation of the soil deposit as well as deploying the appropriate modelling tool to study the behaviour of the chosen foundation system at each design phase…

Written by

Allievi L., Ferrero S., Mussi A., Persio R., Petrella F.
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The use of advanced evacuation modelling has become an integral part of the performance based design process to ensure buildings remain ‘safe’ for their occupants. There is currently a number of existing evacuation modelling packages on the market today.

Written by

Dermot O’Donnell, Tim Roberts & Peter Debney
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The problem of obtaining high computational throughput from sparse matrix multiple–vector multiplication routines is considered. Current sparse matrix formats and algorithms have high bandwidth requirements and poor reuse of cache and register loaded entries, which restrict…

Written by

Ramaseshan Kannan
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Floor vibration due to human activity has become increasingly recognised by structural engineers, architects, and building owners as an inherent issue in long-span steel framed floor systems. In the past, attention was primarily focused on strength and deflection serviceability limits. However…

Written by

V.N.Patel and R.J.Built
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This paper describes an investigation of the dynamic behaviour of the City of Manchester Stadium in Manchester in the UK. A programme of pre-test numerical modelling, ambient and shaker modal testing and post-test FE modelling is described, with a view to providing insight into how future models of similar structures may be …

Written by

Paul Reynolds, Aleksandar Pavic and Michael Willford
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This paper studies the smart behaviour observed in the dragonfly wing combining advanced digital modelling techniques with non-linear structural analysis. The morphology of the dragonfly wing is an optimal natural construction built by a complex patterning process, developed through evolution as a response to force flows and material organisation.

Written by

Maria Mingallon and Sakthivel Ramaswamy
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