LUSAS is a UK-based developer and supplier of Finite Element Analysis (FEA) application software products that bear the same name.

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2016

2016

- Nurfarhah Naaim, Fatimah De’nan, Choong Kok Keong, Faiz Azar
- 2016

This paper presents the finite element analysis of lateral torsional buckling of tapered steel section with perforation. The… (More)

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2016

2016

- RĂZVAN MARIAN STĂNESCU
- 2016

Abstract: The article presents a comparative study between the simplified method calculation proposed by the prescriptions of… (More)

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2014

2014

- Mohammad Ahmadi, Suhaimi Abu Bakar, Hajer Satih Abbas
- 2014

Krutost stropne ploče ima značajan utjecaj na odgovor konstrukcije. Uobičajena je pretpostavka da se radi o krutom elementu… (More)

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2014

2014

- Mohammad Ahmadi, Suhaimi Abu Bakar, Hajer Satih Abbas
- 2014

The diaphragm stiffness has a significant influence on the structural responses. Typically engineers assume those diaphragm are… (More)

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2013

2013

- K. S. Narayana, R. T. Naik, R. C. Mouli, L. V. V. Gopala Rao, R. T. Babu Naik
- IJMMME
- 2013

The work presents the Finite element study of the effect of elliptical chords on the static and dynamic strength of tubular T… (More)

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2012

2012

- P. Icke
- 2012

Structural analysis has progressed a long way from hand calculations and from when distribution factors first started to be used… (More)

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2011

2011

A Finite element analysis has been done using ANSYS, to study the static strength of an offshore tubular T-joint. The strength of… (More)

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2010

2010

End anchors have been shown to significantly reduce premature plate end debonding failure of plate bonded strengthened reinforced… (More)

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2008

2008

- Tsai-Fu Chuang
- 2008

In this paper, a simple smeared crack dilatancy model is proposed. This model has been implemented into a FE program (LUSAS [1… (More)

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1999

1999

- E M S, Nicky Allsopp, Tracy Cooper, P. Ftakas, P. C. Macey
- 1999

In this paper we present our experiences developing two distributed computing applications on NT. In both examples a legacy… (More)

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