Towards Charity Accountability: Narrowing the gap between provision and needs?

Although charities currently play a rich and varied role in modern society, their continued success is dependent upon the public's trust. With respect to charity accountability, two key questions emerge: to whom is a charity accountable; and what form should that account take? Despite the widespread acceptance that charities should discharge accountability, there is limited knowledge of the relative importance of different stakeholder groups and whether the information currently being disclosed meets their needs. Using extensive document analysis and a survey of stakeholders, this research explores these issues in the context of the top 100 UK fundraising charities. Furthermore, it compares the results with much earlier research to identify changes over time.

Accountability for Responsibility: An assessment of the Transnational Capitalist Class' role in driving a Global CSR Agenda

Globalisation has led to the establishment of a new hierarchy of leadership. At the helm is the Transnational Capitalist Class (TCC) , which oversees the direction of Multi National Corporations (MNCs) at a global level. Can the TCC, as leaders in the governance agenda, drive a global CSR agenda, or, perhaps, the question should be: do they want to drive a CSR agenda?
The hypothesis of this article is that, as the structure of global leadership and governance has changed, so too has the potential for aligning national CSR agendas to a globally accepted standard. This is unlikely due to systematic limitations inherent in a transitional structural realignment of global leadership. Whereas the design of global leadership has changed due to processes of globalization, the bodies that can regulate this leadership have not developed at the same pace. Regulation on issues such as CSR remains at national, federal and supra-­-national levels suggesting that TCCs have a free reign in dictating agenda. This new class (TCC) may bear a responsibility for CSR but there is a lack of accountability if it is not fulfilled.

Measuring party organization: The vertical dimension of the multilevel organization of statewide parties in Spain and the UK

Over the past few years, attention to the role of state-wide political parties in multi-level polities has increased in recognition of their linkage function between levels of government, as these parties compete in both state-wide and regional elections across their countries. This article presents a coding scheme designed to describe the relationship between central and regional levels of state-wide parties. It evaluates the involvement of the regional branches in central decision-making and their degree of autonomy in the management of regional party affairs. This coding scheme is applied to state-wide parties in Spain (the socialist PSOE and the conservative Partido Popular) and in the UK (Labour, the Conservatives and the Liberal Democrats). It is an additional tool with which to analyse party organization and it facilitates the comparison of parties across regions and in different countries.

Granular anchors under vertical loading - axial pull

Granular anchors are a relatively new concept in ground engineering with relatively little known regarding their load–displacement behaviour, failure modes, ultimate pullout capacity and also potential applications. A granular anchor consists of three main components: a base plate; tendon and compacted granular backfill. The tendon is used to transmit the applied load to the base plate which compresses the granular material to form the anchor. A study of the load–displacement response and ultimate pullout capacity of granular anchors constructed in intact lodgement till and made ground deposits is reported in this paper. Parallel tests were also performed on cast insitu concrete anchors which are traditionally used for anchoring purposes. A new method of analysis for the determination of the ultimate pullout capacity of granular anchors is presented and verified experimentally, with the dominant mode of failure controlled by the column length to diameter ratio. Granular anchors with L/D > 7 principally failed on bulging whereas short granular anchors failed on shaft resistance, with the latter mobilising similar pullout capacities as conventional concrete anchors.