Directory of unions and associations with exclusive recognition in the federal service.

Mode of access: Internet.

Directory of unions and associations with exclusive recognition in the federal service.

Mode of access: Internet.

Trade union policy and new technology: the Civil and Public Services Association

The introduction of a micro-electronic based technology to the workplace has had a far reaching and widespread effect on the numbers and content of jobs. The importance of the implications of new technology were recognised by the trade unions, leading to a plethora of advice and literature in the late 70s and early 80s, notably the TUC 'Technology and Employment ' report. However, studies into the union response have consistently found an overall lack of influence by unions in the introduction of technology. Whilst the advent of new technology has coincided with an industrial relations climate of unprecedented hostility to union activity in the post-war period, there are structural weaknesses in unions in coming to terms with the process of technological change. In particular was the identification of a lack of suitable technological expertise. Addressing itself to this perceived weakness of the union response, this thesis is the outcome of a collaborative project between a national union and an academic institution. The thesis is based on detailed case studies concerning technology bargaining in the Civil Service and the response of the Civil and Public Services Associations (CPSA), the union that represents lower grade white collar civil servants. It is demonstrated that the application of expertise to union negotiators is insufficient on its own to extend union influence and that for unions to effectively come to terms with technology and influence its development requires a re-assessment across all spheres of union activity. It is suggested that this has repercussions for not only the internal organisation and quality of union policy formation and the extent, form and nature of collective bargaining with employer representatives, but also in the relationship with consumer and interest groups outside the traditional collective bargaining forum. Three policy options are developed in the thesis with the 'adversarial' and 'co~operative' options representing the more traditional reactive and passive forms of involvement. These are contrasted with an 'independent participative' form of involvement which was a 'pro-active' policy option and utilised the expertise of the Author in the CPSA's response to technological change.

Footballers and social media ‘Faux Pas’:the Football Association’s cash cow?

Reflects on the increasing scope for irresponsible comments made on social media sites to attract civil or criminal penalties, and how such remarks by professional footballers have generated significant amounts of revenue for the Football Association (FA). Reviews the range of social media "faux pas" committed by footballers, the large fines imposed by the FA Regulatory Commission and why these constitute a useful "cash cow".

As Características das Redes Sociais Pessoais de Idosos Segundo o Estado Civil

Objetivos: O presente estudo tem como principal objetivo caraterizar as redes sociais pessoais dos idosos com idade igual ou superior a 65 anos, relativamente às caraterísticas estruturais, funcionais e relacionais-contextuais, analisando-as segundo o estado civil. Metodologia: Para avaliar as variáveis em estudo foram utilizados: o instrumento de Análise da Rede Social Pessoal, versão para idosos (IARSP – Idosos) (Guadalupe, 2010; Guadalupe & Vicente, 2012) com o objetivo de avaliar as dimensões da rede social pessoal dos idosos e um inquérito por questionário para caracterização sociodemográfica. Participantes: A amostra é constituída por 446 idosos com idades compreendidas entre os 65 anos e os 98 anos (M = 76,09; DP = 7,59). Os participantes são na sua maioria do sexo feminino (n = 285, 63,9%). A maioria dos idosos é casada/união de facto (n = 230, 51,6%) e em minoria encontram-se os divorciados/separados (n = 21, 4,7%) e têm filhos (n=389, 87,2%). Resultados: Os resultados demonstram que o estado civil apresenta associações estatisticamente significativas com as variáveis sociodemográficas sexo, idade, viver só, parentalidade e escolaridade. Registam-se diferenças significativas relativamente ao estado civil no que diz respeito à maioria das características estruturais da rede, quanto às características funcionais, nomeadamente o acesso a novos vínculos, a reciprocidade de apoio, a satisfação com a rede e com o suporte social, e quanto às características relacionais-contextuais apenas se assinalam relativamente à distância de residência. Conclusões: O nosso estudo revela que as redes sociais pessoais dos idosos se diferenciam a nível estrutural e funcional segundo o estado civil destes idosos. Os idosos casados apresentam redes maiores mais centradas nas relações familiares na rede do que os idosos com outros estados civis. Os idosos solteiros são os que apresentam redes menores, mais investidas nas relações de amizade e de vizinhança e menos nas relações familiares comparativamente com os outros tipos de relacionamento. / Objectives: This study aims to characterize the personal social networks of the elderly aged 65 years or more, for structural, functional and relational-contextual features, analyzing them according to marital status. Methodology: To assess the variables studied the following was used: the analysis tool of the Personal Social Network, version for elderly (IARSP - Elderly) (Guadalupe, 2010; Guadalupe & Vicente, 2012) in order to assess the dimensions of the personal social network of the elderly and a questionnaire for socio-demographic characterization. Participants: The sample comprises 446 elderly, aged between 65 years and 98 years (M = 76.09, SD = 7.59). Participants are mostly female (n = 285, 63.9%). Most seniors are married / consensual union (n = 230, 51.6%) and a minority is divorced / separated (n = 21, 4.7%) and have children (n = 389, 87. 2%). Results: The results show that marital status has statistically significant associations with the sociodemographic variables, gender, age, living alone, and parenting and education. There are significant differences with regard to marital status relating to most of the structural characteristics of the network, for the functional features, namely access to new links, reciprocal support, satisfaction with the network and social support, and as to the relational-contextual characteristics these only appear in relation to the distance of residence. Conclusions: Our study shows that personal social networks of the elderly are different on a structural and functional level according to the marital status of these seniors. Married elderly have larger networks more centered on family relationships on the network than the elderly with other marital statuses. The single elderly are those with smaller networks, more invested in the relations of friendship and neighborhood and less on family relationships compared to other types of relationship.

Model Based Estimating System for Civil Concrete Structures

An earlier CRC-CI project on ‘automatic estimating’ (AE) has shown the key benefit of model-based design methodologies in building design and construction to be the provision of timely quantitative cost evaluations. Furthermore, using AE during design improves design options, and results in improved design turn-around times, better design quality and/or lower costs. However, AEs for civil engineering structures do not exist; and research partners in the CRC-CI expressed interest in exploring the development of such a process. This document reports on these investigations. The central objective of the study was to evaluate the benefits and costs of developing an AE for concrete civil engineering works. By studying existing documents and through interviews with design engineers, contractors and estimators, we have established that current civil engineering practices (mainly roads/bridges) do not use model-based planning/design. Drawings are executed in 2D and only completed at the end of lengthy planning/design project management lifecycle stages. We have also determined that estimating plays two important, but different roles. The first is part of project management (which we have called macro level estimating). Estimating in this domain sets project budgets, controls quality delivery and contains costs. The second role is estimating during planning/design (micro level estimating). The difference between the two roles is that the former is performed at the end of various lifecycle stages, whereas the latter is performed at any suitable time during planning/design.

Concurrent multi-scale modeling of civil infrastructures for analyses on structural deterioration—Part I : Modeling methodology and strategy

This paper aims to develop the methodology and strategy for concurrent finite element modeling of civil infrastructures at the different scale levels for the purposes of analyses of structural deteriorating. The modeling strategy and method were investigated to develop the concurrent multi-scale model of structural behavior (CMSM-of-SB) in which the global structural behavior and nonlinear damage features of local details in a large complicated structure could be concurrently analyzed in order to meet the needs of structural-state evaluation as well as structural deteriorating. In the proposed method, the “large-scale” modeling is adopted for the global structure with linear responses between stress and strain and the “small-scale” modeling is available for nonlinear damage analyses of the local welded details. A longitudinal truss in steel bridge decks was selected as a case to study how a CMSM-of-SB was developed. The reduced-scale specimen of the longitudinal truss was studied in the laboratory to measure its dynamic and static behavior in global truss and local welded details, while the multi-scale models using constraint equations and substructuring were developed for numerical simulation. The comparison of dynamic and static response between the calculated results by different models indicated that the proposed multi-scale model was found to be the most efficient and accurate. The verification of the model with results from the tested truss under the specific loading showed that, responses at the material scale in the vicinity of local details as well as structural global behaviors could be obtained and fit well with the measured results. The proposed concurrent multi-scale modeling strategy and implementation procedures were applied to Runyang cable-stayed bridge (RYCB) and the CMSM-of-SB of the bridge deck system was accordingly constructed as a practical application.

Concurrent multi-scale modeling of civil infrastructures for analyses on structural deteriorating—Part II : Model updating and verification

This paper is a continuation of the paper titled “Concurrent multi-scale modeling of civil infrastructure for analyses on structural deteriorating—Part I: Modeling methodology and strategy” with the emphasis on model updating and verification for the developed concurrent multi-scale model. The sensitivity-based parameter updating method was applied and some important issues such as selection of reference data and model parameters, and model updating procedures on the multi-scale model were investigated based on the sensitivity analysis of the selected model parameters. The experimental modal data as well as static response in terms of component nominal stresses and hot-spot stresses at the concerned locations were used for dynamic response- and static response-oriented model updating, respectively. The updated multi-scale model was further verified to act as the baseline model which is assumed to be finite-element model closest to the real situation of the structure available for the subsequent arbitrary numerical simulation. The comparison of dynamic and static responses between the calculated results by the final model and measured data indicated the updating and verification methods applied in this paper are reliable and accurate for the multi-scale model of frame-like structure. The general procedures of multi-scale model updating and verification were finally proposed for nonlinear physical-based modeling of large civil infrastructure, and it was applied to the model verification of a long-span bridge as an actual engineering practice of the proposed procedures.

Can B.I.M be civil?

After many years of development BIM (Building Information Modelling) is starting to achieve significant penetration into the building sector of the construction industry. This paper describes the current status of BIM and the drivers that are motivating the change from 2D CAD to BIM within the building sector. The paper then discusses what the implications of the technology underlying BIM may be for the civil construction sector of the construction industry. A project carried out by the Cooperative Research Centre for Construction Innovation is used as an example of this technology as well as several international examples.

The Queensland study of melanoma : Environmental and genetic associations (Q-MEGA); Study design, baseline characteristics, and repeatability of phenotype and sun exposure measures

Cutaneous malignant melanoma (CMM) is a major health issue in Queensland, Australia, which has the world’s highest incidence. Recent molecular and epidemiologic studies suggest that CMM arises through multiple etiological pathways involving gene-environment interactions. Understanding the potential mechanisms leading to CMM requires larger studies than those previously conducted. This article describes the design and baseline characteristics of Q-MEGA, the Queensland Study of Melanoma: Environmental and Genetic Associations, which followed up 4 population-based samples of CMM patients in Queensland, including children, adolescents, men aged over 50, and a large sample of adult cases and their families, including twins. Q-MEGA aims to investigate the roles of genetic and environmental factors, and their interaction, in the etiology of melanoma. Three thousand, four hundred and seventy-one participants took part in the follow-up study and were administered a computer-assisted telephone interview in 2002-2005. Updated data on environmental and phenotypic risk factors, and 2777 blood samples were collected from interviewed participants as well as a subset of relatives. This study provides a large and well-described population-based sample of CMM cases with follow-up data. Characteristics of the cases and repeatability of sun exposure and phenotype measures between the baseline and the follow-up surveys, from 6 to 17 years later, are also described.