Background and aims Experimental studies have suggested that proprotein convertase substilisin/kexin type 9 (PCSK9) might directly promote inflammatory processes contributing to atherosclerosis by mechanisms independent of low-density lipoprotein (LDL) cholesterol levels. This study aims to investigate the association between serum PCSK9 levels and the fraction and amount of necrotic core tissue in coronary atherosclerotic plaque, as assessed by intravascular ultrasound virtual histology (IVUS-VH) imaging. Methods Between 2008 and 2011, IVUS-VH imaging of a non-culprit coronary artery was performed in 581 patients who underwent coronary angiography for acute coronary syndrome (ACS) or stable angina. PCSK9 concentrations were measured in serum samples that were drawn prior to coronary angiography. None of the patients received PCSK9 inhibitors. Results After adjustment for established cardiac risk factors, statin use and serum LDL cholesterol, serum PCSK9 levels were linearly associated with the fraction of plaque consisting of necrotic core tissue (β = 1.24% increase per 100 μg/L increase in PCKS9, 95%CI 0.55–1.94, p = 0.001) and with the absolute volume of necrotic core tissue (β = 0.09, 95%CI 0.01–0.18, p = 0.033), but were not significantly associated with plaque burden (p = 0.11), plaque volume (p = 0.22) or the presence of IVUS-VH-derived thin-cap fibroatheroma lesions (p = 1.0). Conclusion Serum PCSK9 levels were linearly associated with the fraction and amount of necrotic core tissue in coronary atherosclerosis, independently of serum LDL cholesterol levels and statin use. Therefore, PCSK9 may be an interesting therapeutic target for the treatment of atherosclerotic disease beyond LDL cholesterol regulation.
The direct analysis method (DAM), featuring second-order elastic analysis with two stiffness reduction factors (τb and τg), is the primary means of stability design for steel structures in AISC 360 and AISI S100. The equivalent provisions for stainless steel structures, which are due to be incorporated into the upcoming AISC 370 and ASCE-8 specifications, are developed in this paper. Stainless steel exhibits a rounded stress–strain response, typically described by the Ramberg–Osgood formulation. The slope of this function (i.e., the tangent modulus), adjusted to consider the influence of residual stresses, is used to define the stiffness reduction factor τb at a given axial load level to be applied to members in compression to allow for the adverse influence of the spread of plasticity and residual stresses. The dependency of the degree of stiffness reduction on the roundedness of the stress–strain curve, which varies between the different grades of stainless steel is also directly captured through the strain hardening exponent n that features in the Ramberg–Osgood formulation. Values of 0.7 for AISC 370 and 0.9 for ASCE-8 are proposed for the general stiffness reduction factor τg to be applied to all member stiffnesses to account for the development and spread of plasticity, and to ensure a suitable reduction in stiffness for slender members with low axial load levels. The different τg values between the two specifications are required to reflect the different buckling curves and axial-bending interaction expressions employed. The accuracy of the proposed method for the design of stainless steel members and frames is assessed through comparisons with benchmark shell finite-element results. Comparisons are also made against the new provisions in AISC 370 for design by second-order inelastic analysis. The reliability of the design proposals is demonstrated through statistical analyses, where it is shown that a resistance factor ϕ of 0.9 can be adopted.
ABSTRACT Recently conducted research has shown that the development of composite action within systems comprising cold‐formed steel beams and wood‐based floorboards is feasible, leading to substantial improvements in structural performance. Based on the findings from a numerical investigation into the degree of interaction that may be achieved and the resulting benefits that may be obtained by treating the floor as a composite system, proposals for the design of such systems have been devised. At the core of the proposals is the calculation of the attained degree of shear connection and the shear bond coefficient of the system − as a function of the properties of its components and connectors – leading to accurate predictions of moment capacity and flexural stiffness. The method, which has been developed based on the fundamental concepts of current design methods employed in Eurocode 3, Eurocode 4 and Eurocode 5, provides practical and accurate design rules for cold‐formed steel composite floors, which are suitable for incorporation into future revisions of the Eurocodes.