A Practice Approach to Modelling Stakeholder Attributes and Their Dynamic Behaviour

2014 ◽  
Author(s):  
Panagiotis Andrikopoulos ◽  
Nick Webber
2006 ◽  
Vol 134 ◽  
pp. 929-934 ◽  
Author(s):  
F. Malaise ◽  
J.-M. Chevalier ◽  
I. Bertron ◽  
F. Malka

1987 ◽  
Vol 48 (C8) ◽  
pp. C8-155-C8-160
Author(s):  
R. FOUGERES ◽  
J. CHICOIS ◽  
A. HAMEL ◽  
A. VINCENT
Keyword(s):  

1989 ◽  
Vol 28 (03) ◽  
pp. 160-167 ◽  
Author(s):  
P. Penczek ◽  
W. Grochulski

Abstract:A multi-level scheme of syntactic reduction of the epileptiform EEG data is briefly discussed and the possibilities it opens up in describing the dynamic behaviour of a multi-channel system are indicated. A new algorithm for the inference of a Markov network from finite sets of sample symbol strings is introduced. Formulae for the time-dependent state occupation probabilities, as well as joint probability functions for pairs of channels, are given. An exemplary case of analysis in these terms, taken from an investigation of anticonvulsant drug effects on EEG seizure patterns, is presented.


2020 ◽  
Vol 14 (3) ◽  
pp. 7141-7151 ◽  
Author(s):  
R. Omar ◽  
M. N. Abdul Rani ◽  
M. A. Yunus

Efficient and accurate finite element (FE) modelling of bolted joints is essential for increasing confidence in the investigation of structural vibrations. However, modelling of bolted joints for the investigation is often found to be very challenging. This paper proposes an appropriate FE representation of bolted joints for the prediction of the dynamic behaviour of a bolted joint structure. Two different FE models of the bolted joint structure with two different FE element connectors, which are CBEAM and CBUSH, representing the bolted joints are developed. Modal updating is used to correlate the two FE models with the experimental model. The dynamic behaviour of the two FE models is compared with experimental modal analysis to evaluate and determine the most appropriate FE model of the bolted joint structure. The comparison reveals that the CBUSH element connectors based FE model has a greater capability in representing the bolted joints with 86 percent accuracy and greater efficiency in updating the model parameters. The proposed modelling technique will be useful in the modelling of a complex structure with a large number of bolted joints.


2000 ◽  
Author(s):  
Noboru Takeichi ◽  
M. Natori ◽  
Nobukatsu Okuizumi ◽  
Ken Higuchi

Author(s):  
Mpumelelo Ncube

Supervision practice in social work is understood as the mainstay of the profession. However, various studies have pointed to the inadequacies of supervision to facilitate quality service provision. Previous studies have reflected a general misalignment between the approach to supervision practice and the approach to social work practice as one inadequacy leading to the failure of supervision practice. Although there are numerous supervision models in the profession, some of which are aligned with certain practice approaches, none is directly identifiable with the social development approach, which should be at the core of social work orientation in South Africa. Thus, this article provides a process model of supervision in social work that aims to establish a dialectical relationship between supervision and the social development practice approach. The study was underpinned by Thomas’ research and design process, which was used to design and develop a social work supervision model mirroring a social development approach. The paper concludes with recommendations related to the use of the developed model.


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