Protection of structural systems and mechanisms from catastrophic and life-threatening failure caused by unforeseeable events

Structural framing systems and mechanisms designed for normal use rarely possess adequate robustness to withstand the effects of large impacts, blasts and extreme earthquakes that have been experienced in recent times. Robustness is the property of systems that enables them to survive unforeseen or unusual circumstances (Knoll & Vogel, 2009). Queensland University of Technology with industry collaboration is engaged in a program of research that commenced 15 years ago to study the impact of such unforeseeable phenomena and investigate methods of improving robustness and safety with protective mechanisms embedded or designed in structural systems. This paper highlights some of the research pertaining to seismic protection of building structures, rollover protective structures and effects of vehicular impact and blast on key elements in structures that could propagate catastrophic and disproportionate collapse.

Comparison of 3D finite element analysis derived stiffness and BMD to determine the failure load of the excised proximal femur

Introduction: Bone mineral density (BMD) is currently the preferred surrogate for bone strength in clinical practice. Finite element analysis (FEA) is a computer simulation technique that can predict the deformation of a structure when a load is applied, providing a measure of stiffness (Nmm−1). Finite element analysis of X-ray images (3D-FEXI) is a FEA technique whose analysis is derived froma single 2D radiographic image. Methods: 18 excised human femora had previously been quantitative computed tomography scanned, from which 2D BMD-equivalent radiographic images were derived, and mechanically tested to failure in a stance-loading configuration. A 3D proximal femur shape was generated from each 2D radiographic image and used to construct 3D-FEA models. Results: The coefficient of determination (R2%) to predict failure load was 54.5% for BMD and 80.4% for 3D-FEXI. Conclusions: This ex vivo study demonstrates that 3D-FEXI derived from a conventional 2D radiographic image has the potential to significantly increase the accuracy of failure load assessment of the proximal femur compared with that currently achieved with BMD. This approach may be readily extended to routine clinical BMD images derived by dual energy X-ray absorptiometry. Crown Copyright © 2009 Published by Elsevier Ltd on behalf of IPEM. All rights reserved

Social change grant-making : a failure of innovation?

Focusing primarily on Anglophone countries, this article begins by looking at the changing environment of foundations, the pressures on foundations and some responses to those pressures. It then focuses on the potential of a structural change approach - often known as 'social change' or 'social justice' grant-making - as a solution to some of the modern dilemmas of foundations, and considers why this approach has, with some exceptions, gained relatively little support. This raises the wider issues of why and how resource-independent, endowed foundations change when conventional explanations of organisational change do not easily apply. Researching a 'lack' is clearly difficult; this article adopts an analytic perspective, examining the characteristics of the structural change approach as a mimetic model, and draws on the work of Rogers (2003) on the characteristics required for the successful diffusion of innovations. It suggests that the structural change approach suffers from some fundamental weaknesses as a mimetic model, failing to meet some key characteristics for the diffusion of innovations. In conclusion, the article looks at conditions under which these weaknesses may be overcome.