No abstract is provided for this article.
Review(s) of: Urban legends of the New Testament, by David A. Croteau (Nashville: B and H, 2015), 288pp., $US14.99, ISBN 978433680120.
Background Stent implantation can create vessel damage such as edge dissections. The objectives were i) to evaluate the frequency of edge dissections after stenting visible by intracoronary optical coherence tomography (OCT) in comparison with angiography. ii) to assess with OCT the plaque type left at the stent edges after implantation, and iii) to study whether there is an association between plaque type and dissections at stent edges. Methods Seventy-three consecutive patients (80 vessels) with OCT post-stent implantation were included in the study. By OCT, plaque type at stent edges and presence of edge dissection were assessed. Angiograms were analyzed by two independent observers to assess the presence of edge dissections. Results Distal and proximal edges were visible by OCT in 72/80 and 45/80 vessels respectively. OCT and angiography agreed in the detection of 7 dissections at distal edge (κ =0.32) and 1 dissection at proximal edge (κ =0.22). Plaque type at distal edge was: fibrotic 55.6%, fibrocalcific 22.2%, fibroatheroma 15.3% and thin-cap fibroatheroma (TCFA) 6.9%. At proximal edge plaque type was: fibrotic 31.1%, fibrocalcific 33.3%, fibroatheroma 28.9% and TCFA 6.7%. In the distal edge, presence of edge dissection was significantly more frequent when the plaque type at the edge was fibrocalcific (43.8%) or lipid rich (37.5%) than when the plaque was fibrous (10%) p =0.009. Conclusions OCT showed higher sensitivity compared to angiography for the identification of edge dissections. A high proportion of patients showed lipid-rich plaques at stent edges. Plaque type at the stent edges has impact on the presence of edge dissections.
In-stent restenosis and the need of repeat revascularisation remain the major limitations of coronary angioplasty for patients with multivessel disease.1,2 Utilisation of drug eluting stents in this context is expected to have a major impact on the effectiveness of percutaneous treatment. Sirolimus eluting stent implantation has recently been shown to significantly reduce coronary restenosis, with zero angiographic restenosis3,4 and persistent long term neointimal inhibition.4 Moreover, sirolimus eluting stents were proven to be as safe as bare metal stents at 30 days in a group of patients with acute coronary syndromes and a high frequency of multivessel disease.5 However, currently the effect of this device on long term outcomes of patients with multivessel disease is largely unknown. The sirolimus eluting stent received Conformite Europeenne mark approval in April 2002, since when it has been available for routine use in Europe. From 16 April 2002, it has been the policy of our institution to utilise sirolimus eluting stents as the device of choice for all percutaneous coronary interventions, as part of the RESEARCH (rapamycin-eluting stent evaluated at Rotterdam Cardiology Hospital) study, which is a single centre registry conducted with the main purpose of evaluating the efficacy of sirolimus eluting stent implantation in the “real world”.5 In a preliminary analysis, the first 150 patients with multivessel disease included in the RESEARCH study were compared to a control group formed by 150 consecutive patients treated with bare stents in the period immediately before. Both groups were similar at baseline regarding the frequency of previous bypass surgery (19% v 18%, respectively; p = 1.0), three vessel disease (32% v 35%, respectively; p = 0.6), and diabetes (27% v 22%, respectively; p = 0.4). At six months follow up, the cumulative incidence of major adverse cardiac events (death, myocardial …
No abstract is provided for this article.
A novel and highly-efficient prestressed composite flooring system comprising cold-formed steel joists and wood-based floorboards is introduced herein. The prestressing is applied by means of a high-strength steel cable housed within the bottom hollow flange of the steel joist, while the composite action is mobilised by making simple alterations to the currently employed fastening arrangements between the joist and the board. Geometrically and materially nonlinear finite element models with initial geometric imperfections have been developed to simulate the behaviour of the proposed system during the prestressing and vertical loading stages. The structural performance of the prestressed system is compared with that of conventional non-prestressed systems, demonstrating that substantial benefits can be achieved both in terms of load-carrying capacity and serviceability performance. Subsequently, a parametric study is conducted to investigate the effect of the steel section thickness on the ultimate moment capacity and bending stiffness of the system.
No abstract is provided for this article.
No abstract is provided for this article.
Cold-formed steel purlin systems with overlapped or sleeved connections are alternatives to continuous two-span systems and exhibit different degrees of continuity. Both connection types are highly favourable in practice since they are both strategically placed over an interior support to provide additional moment resistance and rotational capacity where the corresponding demands are at their largest, thus improving the overall structural efficiency. Until recently, full-scale testing has been the most common way of investigating the structural behaviour of such systems. In this study, numerical modelling, capable of capturing the complex contact interactions and instability phenomena, is employed. The developed finite element models are first validated against data from physical tests on cold-formed steel beams featuring sleeved and overlapped connections that have been previously reported in the literature. Following their validation, the models are employed for parametric studies, based on which the structural behaviour of the examined systems is explored, while the applicability of conventional plastic design as well as of a previously proposed design approach is investigated. Finally, the efficiency of these systems in terms of load-carrying capacity is compared with their equivalent continuous two-span systems.