4,613 research outputs found
Structure and Hydrogen Absorption Property of Mg2Ni-Ti Alloy Powders Prepared by Mechanical Alloying
No full textThe effect of Ti additions on the hydrogen absorption properties of mechanically alloyed Mg2Ni powders
No full textASSP: Analysis of secondary structure elements in proteins
No full textASSP is a Java application for analysis of secondary structure of three-dimensional protein models. It is based on the algorithm used in DSSP (Kabsch & Sander, 1983). A user-supplied structure in form of a PDB file will be analysed for H-bonding and geometric parameters to deliver a secondary structure assignment.
When using this program, please cite:
Wang, C.K., Hofmann, A. (2015) An integrated Java tool for generating amino acid sequence alignments with mapped secondary structure elements. 3Biotech 5, 87-92
Effects of the bitter taste receptor agonist, denatonium benzoate, on postprandial glycaemia, gastric emptying and energy intake in type 2 diabetes
No full textOral Presentation #198C. Xie, X. Wang, M.J. Bound, J. Grivell, R.L. Young, K.L. Jones, M. Horowitz, C.K. Rayner, T. W
Bitter taste signalling modulates bile acid-induced PYY, but not GLP-1 secretion in healthy humans
No full textPoster session PS 27 Incremental studies on gut hormones - 439.
Published online: 25 August 2020C. Xie, X. Wang, M.J. Bound, R.L. Young, K.L. Jones, M. Horowitz, C.K. Rayner, T. W
Lateral Buckling Behaviour and Design of the New LiteSteel Beam
No full textThe flexural capacity of the new hollow flange steel section known as LiteSteel beam (LSB) is limited by lateral distortional buckling, which is characterised by simultaneous lateral deflection, twist and web distortion. Recent research into this unique buckling behaviour has developed appropriate design rules for the member capacity of LiteSteel beams. However, these rules are limited to a uniform bending moment distribution and do not take into account the effects of non-uniform moment distributions and load heights. Many steel design codes have adopted equivalent uniform moment distribution and load height factors to ac-commodate different loading conditions. However, past investigations have shown the inadequacy of these factors to different cross sections and materials. This paper describes the effects of non-uniform moment dis-tribution and load height on the lateral buckling strength of LSBs based on finite element analyses of LiteS-teel beams. It presents the finite element analysis results and a discussion of suitable design methods for LSBs subject to non-uniform distributions and varying loading position
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