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Histamine, which has long been implicated as a mediator of allergic airway disease, has multiple effects on airways which are mediated by at least three histamine receptors. H1-receptors mediate bronchoconstriction, vasoconstriction and dilatation, microvascular leak and activation of sensory nerves. H2-receptors mediate vasodilatation in some species and mucus secretion. H3-receptors mediate vasodilatation in some species and mucus secretion. H3-receptors modulate cholinergic neurotransmission, the release of neuropeptides from sensory nerves and allergen-induced bronchoconstriction.
Introduction Phototherapy, the therapeutic application of light in the treatment of diseases has evolved over thousands of years from its origins in Asia. The earliest understanding that photonic energy in visible light could be harnessed through the presence of a photoreactive substance to promote a biological effect in an oxygenated tissue is attributed to the work of Professor von Tappeiner on xanthene derivatives, first published in 1900 (1). This work led to the realization that the destructive skin lesions observed in porphyrias could be attributable to a photodynamic effect.
The stability and design of steel equal-leg angle section members subjected to uniaxial bending are studied herein. Numerical models are developed and validated against existing experimental data on steel equal-leg angle section beams. A numerical parametric study is then presented considering both hot-rolled and cold-formed steel angle section beams. Under major-axis bending, both lateral-torsional and local buckling are observed, with the former characterised by lateral deflection and twist of the cross-section along the member length but no cross-section deformation, while the latter by relative twist and transverse bending of the outstands. Under minor-axis bending, lateral-torsional buckling and Brazier flattening are observed, with the latter characterised by splaying of the outstands. When designing for major-axis bending according to Eurocode 3, both local and lateral-torsional buckling are considered; it is shown herein that equal-leg angle section beams under major-axis bending can be designed using a normalised slenderness based on the minimum of the local and lateral-torsional elastic buckling moments, while also considering the ratio of the local to the lateral-torsional elastic buckling moments. For minor-axis bending, Eurocode 3 only requires cross-section checks; this is found to result in unsafe predictions in some cases. It is shown that both safer and more accurate resistance predictions are achieved when account is taken both of lateral-torsional buckling and Brazier flattening in the design of equal-leg angle section beams under minor-axis bending using a normalised slenderness. Finally, new design proposals for steel equal-leg angle section beams are developed and verified against both physical experiments and numerical simulations. The proposed design rules are shown to offer substantially more accurate resistance predictions compared to existing codified design rules.
This paper presents the details of an experimental investigation on the behaviour of axially loaded concrete-filled stainless steel elliptical hollow sections. The experimental investigation was conducted using normal and high strength concrete of 30 and 100 MPa. The current study is based on stub column tests and is therefore limited to cross-section capacity. Based on the equations proposed by the authors on concrete-filled stainless steel circular columns, a new set of equations for the stainless steel concrete-filled elliptical hollow sections were proposed. From the limited data currently available, the equation provides an accurate and consistent prediction of the axial capacity of the composite concrete-filled stainless steel elliptical hollow sections.