Best practices in business process redesign: Use and impact

Purpose - This paper seeks to provide business process redesign (BPR) practitioners and academics with insight into the most popular heuristics to derive improved process designs. Design/methodology/approach - An online survey was carried out in the years 2003-2004 among a wide range of experienced BPR practitioners in the UK and The Netherlands. Findings - The survey indicates that this top ten of best practices is indeed extensively used in practice. Moreover, indications for their business impact have been collected and classified. Research limitations/implications - The authors\u27 estimations of best practices effectiveness differed from feedback obtained from respondents, possibly caused by the design of the survey instrument. This is food for further research. Practical implications - The presented framework can be used by practitioners to keep the various aspects of a redesign in perspective. The presented list of BPR best practices is directly applicable to derive new process designs. Originality/value - This paper addresses the subject of process redesign, rather than the more popular subject of process reengineering. As such, it fills in part an existing gap in knowledge. © Emerald Group Publishing Limited

Best practices in business process redesign: Use and impact

Purpose - This paper seeks to provide business process redesign (BPR) practitioners and academics with insight into the most popular heuristics to derive improved process designs. Design/methodology/approach - An online survey was carried out in the years 2003-2004 among a wide range of experienced BPR practitioners in the UK and The Netherlands. Findings - The survey indicates that this top ten of best practices is indeed extensively used in practice. Moreover, indications for their business impact have been collected and classified. Research limitations/implications - The authors\u27 estimations of best practices effectiveness differed from feedback obtained from respondents, possibly caused by the design of the survey instrument. This is food for further research. Practical implications - The presented framework can be used by practitioners to keep the various aspects of a redesign in perspective. The presented list of BPR best practices is directly applicable to derive new process designs. Originality/value - This paper addresses the subject of process redesign, rather than the more popular subject of process reengineering. As such, it fills in part an existing gap in knowledge. © Emerald Group Publishing Limited

Extraction and characterization of chitin and chitosan from crustacean by-products: Biological and physicochemical properties

Chitin has been extracted from two Tunisian crustacean species. The obtained chitin was transformed into the more useful soluble chitosan. These products were characterized by their biological activity as antimicrobial and antifungal properties. The tested bacterial strains were Escherichia coli American Type Cell Culture (ATCC) 25922, Pseudomonas aeruginosa ATCC 27950 and Staphylococcus aureus ATCC 25923. Four fungi strains were also tested Candida glabrata, Candida albicans, Candidaparapsilensis and Candida kreusei. Squilla chitosan showed a minimum inhibitory concentration (MIC) against the different fungi exceptionally for C. kreusei. Their antioxidant activity was investigated with 2,2-diphenyl-1-picrylhydrazyl (DPPH) radical scavenging activity and inhibition of linoleic acid peroxidation. Parapenaeus longirostris Chitosan showed the highest radical scavenging properties. Chitin and chitosan produced were also characterized with Fourier Transform Infrared Spectroscopy (FTIR).Key words: Antibacterial, antifungal, antioxidant, chitin, chitosan, crustacean

Shear bearing capacity of RC slabs without shear reinforcement: Design codes comparison

For reinforced concrete structures, as beams, slabs or walls, failure under bending is well known and its description and design is relatively internationally agreed. However for the shear failure phenomenon, there is not yet a common agreement at the international level, no consensus is reached on the subject at this time. Many parameters are involved in the shear resistance mechanism and many phenomena coexist. The shear force transfer mechanisms are sometimes complex and difficult to discern. By analyzing the different shear design codes, some shear parameters are taken into account and ignored by others, which makes that a shear effect may be omitted. In addition, different ways are adopted to take into account the different shear parameters. The main purpose of this study is to help the engineering by presenting a comparative study of all the main analytical models for the determination of shear capacity: The EN 1992–1–1:2005 standard (EC2) (CEN, 2005), French National Annex (FD P 18–717, 2013), ACI 318–14 (ACI Committee 318, 2014), fib Model Code 2010 (Fib Model Code 2010, 2012) using level of approximation LoA I and LoA II and (CSA Committee A23.3, 2004) both Modified Compression Field Theory (MCFT) based models, and finally the Critical Shear Crack Theory (CSCT) which is the basis of the Swiss standard SIA 262 (SIA 262, 2003) are all examined. The results obtained are discussed regarding their agreement with eighteen shear experimental results on thick slabs (30 cm, 35 cm, and 40 cm) and thin slabs (10 cm) without shear reinforcement

Modeling rammed earth wall using discrete element method

International audienceRammed earth is attracting renewed interest throughout the world thanks to its “green” characteristics in the context of sustainable development. Several research studies have thus recently been carried out to investigate this material. Some of them attempted to simulate the rammed earth’s mechanical behavior by using analytical or numerical models. Most of these studies assumed that there was a perfect cohesion at the interface between earthen layers. This hypothesis proved to be acceptable for the case of vertical loading, but it could be questionable for horizontal loading. To address this problem, discrete element modeling seems to be relevant to simulate a rammed earth wall. To our knowledge, no research has been conducted thus far using discrete element modeling to study a rammed earth wall. This paper presents an assessment of the discrete element modeling’s robustness for rammed earth walls. Firstly, a brief description of the discrete element modeling is presented. Then the parameters necessary for discrete element modeling of the material law of the earthen layers and their interfaces law following the Mohr–Coulomb model with a tension cut-off and post-peak softening were given. The relevance of the model and the material parameters were assessed by comparing them with experimental results from the literature. The results showed that, in the case of vertical loading, interfaces did not have an important effect. In the case of diagonal loading, model with interfaces produced better results. Interface characteristics can vary from 85 to 100% of the corresponding earthen layer’s characteristics

An evolutionary approach for business process redesign - Towards an intelligent system

Although extensive literature on BPR is available, there is still a lack of concrete guidance on actually changing processes for the better. It is our goal to provide a redesign approach which describes and supports the steps to derive from an existing process a better performing redesign. In this paper we present an evolutionary approach towards business process redesign and explain its first three steps: 1) modelling the existing process, 2) computing process measures, and 3) evaluating condition statements to find applicable redesign best practices . We show the applicability of these steps using an example process and illustrate the remaining steps. Our approach has a formal basis to make it suitable for automation

Identification et localisation des impacts par analyse inverse - Poutre et plaque

L’estimation des forces d’impact par des mesures directes, pour des structures qui sont dans des conditions réelles d’utilisation, est en pratique très difficile voire même impossible. Pour répondre à ce besoin il est souvent fait recours aux méthodes inverses, qui correspondent à la démarche inverse du problème direct : des réponses mesurées sur une structure donnée sont exploitées pour tenter d’en identifier les causes, qui en sont à l’origine. L'approche conduit à créer des fonctions de transfert entre les points d'impact et de mesure sur la structure que ce soit expérimentalement ou numériquement, à mesurer les réponses, et à reconstruire l’effort par déconvolution du signal. Il est connu que ce type de problème est souvent mal posé, et que les solutions trouvées peuvent ne pas être représentatives du problème réel, du fait de bruits de mesures. Pour obtenir une solution stable avec un sens physique, nous utilisons l’une des méthodes classiques de régularisation, tels que Tikhonov qui semble la plus appropriée. Le problème de caractérisation de l'impact devient plus complexe lorsque le point d’impact est inconnu, par conséquent, nous devons créer les fonctions de transfert entre plusieurs points d'impact et de mesure, et minimiser la fonctionnelle permettant dans un premier temps de localiser l’impact, et dans un second temps d’identifier la force d’impact

BPR Implementation: A Decision-Making Strategy

To support the efficient appraisal and selection of available best practices, this paper proposes a strategy for the implementation of Business Process Redesign (BPR). Its backbone is formed by the analytical hierarchy process (AHP) multi-criteria method and our earlier research on the popularity and impact of redesign best practices. Using (AHP) we derive a classification of most suitable best practices for the process being redesigned. Criteria such as the popularity, the impact, the goals and the risks of BPR implementation are taken into account. A case study of a municipality in the Netherlands is included. It discusses which best practices should be applied to redesign the invoicing process at the municipality. © Springer-Verlag Berlin Heidelberg 2006

AutoML4ETC: Automated Neural Architecture Search for Real-World Encrypted Traffic Classification

Deep learning (DL) has been successfully applied to encrypted network traffic classification in experimental settings. However, in production use, it has been shown that a DL classifier's performance inevitably decays over time. Re-training the model on newer datasets has been shown to only partially improve its performance. Manually re-tuning the model architecture to meet the performance expectations on newer datasets is time-consuming and requires domain expertise. We propose AutoML4ETC, a novel tool to automatically design efficient and high-performing neural architectures for encrypted traffic classification. We define a novel, powerful search space tailored specifically for the near real-time classification of encrypted traffic using packet header bytes. We show that with different search strategies over our search space, AutoML4ETC generates neural architectures that outperform the state-of-the-art encrypted traffic classifiers on several datasets, including public benchmark datasets and real-world TLS and QUIC traffic collected from the Orange mobile network. In addition to being more accurate, AutoML4ETC's architectures are significantly more efficient and lighter in terms of the number of parameters. Finally, we make AutoML4ETC publicly available for future research.Comment: 14 pages, 13 figure