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Abstract Temp.‐programmed desorption spectroscopic studies show that while the chemisorption of NO is suppressed with increasing catalyst reduction temp. in a manner similar to that for H 2 and C0 chemisorption, the amount of NO adsorbed is always greater than that of H 2 or C0.
The immune system can summon a variety of defenses against invaders from the outside. Among these deterrents are three types of killer lymphocytes that attack and lyse cellular targets. One type consists of cytotoxic, or CD8, T cells with α/β antigen receptors that interact with the HLA class I glycoproteins on nearly all cells. These HLA molecules bind to peptides derived from intracellular antigens, such as viral proteins, and display them on the cell surface. Binding of the α/β antigen receptor to complexes of HLA class I molecules and peptide fragments of an invading virus induces the T lymphocyte to . . .
Poorer sleep efficiency, higher mental fatigue, later sleep timing, and more irregular sleep patterns were associated with greater affective instability. Designing behavioral therapies targeting these sleep health dimensions may reduce affective instability and prevent post-stroke affective disorders.
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A three-dimensional model for approximate inelastic analysis of buildings is presented herein. The model is based on a single macro-element per building storey. The inelastic properties of the model are characterized by the so-called ultimate storey shear and torque (USST) surfaces. Different algorithms for the construction of these surfaces, as well as their applications in building modelling, are presented and discussed. Two alternative procedures are developed to integrate the force-deformation constitutive relationship of the macro-elements. The first one follows the exact trajectory of the load path of the structure on the USST, and the second uses linear programming without ever forming the USST surface. The accuracy of the model and integration procedure is evaluated by means of the earthquake response of single-storey systems. The model and integration procedure developed is finally used to compute the inelastic response of a seven-storey R/C building. The results of this investigation show that the model proposed, although approximate, can be effective in estimating the inelastic deformation demand of a building. It also enables the engineer to capture and interpret important features of the three-dimensional inelastic response of a structure even before performing any inelastic dynamic analysis. Copyright © 2000 John Wiley & Sons, Ltd.