Skaloud (58 Ergebnisse)

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Hardcover. Zustand: As New. Zamerenim se jedna o knihu popularne naucnou. Prvni dil, nazvany ,Exoti" zahrnuje jednak obecnou cast, zamerenou na anatomii, morfologii, fyziologii, ekologii a etologii savcu. Text teto partie je prevazne smerovan na stredne velke a vetsi savce, vyskytujici se v nasi prirode. V druhe casti prvniho dilu jsou probiranynasledujici rady savcu: ptakoritni, vacnatci, chudozubi, tany, letuchy, hrabaci, luskouni, bercouni, africti hmyzozravci, damani a chobotnatci. Kniha je zakoncena 50 stranami perokreseb, vyjadrujicich detaily z anatomie, morfologie a etologie hlavnich zastupcu uvedenych radu savcu.…

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Paperback. Zustand: New. The necessity to save steel leads to a marked tendency towards thin-walled structures. Such structures are made of thin plating, the behaviour - and, of course, design - of which is very significantly affected by stability phenomena. In fact, with up-to-date thin-walled steel plated structures, it is very frequently the point of view of stability that governs the design. So it is not astonishing that the attention of a great number of research teams in various parts of the world has been for a good many years directed to investigations into numerous aspects of the buckling behaviour of steel plated structures. However, the current problems of buckling research, which require to account for the effect of initial imperfections, post-buckled behaviour and plastic reserve of strength (this leading in theoretical research to the necessity to solve boundary value problems of geometrically and physically non-linear partial differential equations, and in experimental studies to conduct experiments on full-size test girders) are very complex and time-consuming. Then it is beyond the means of one investigator, or even of one research team, to deal successfully with such problems and, conse­ quently, effective cooperation is indispensable. This was also the reason for the initiation of a fruitful collaboration between the first author of this book (Assoc. Prof. J. Djubek, D. Sc. ) and the third author (Assoc. Prof. M. Skaloud, D. Sc. Softcover reprint of the original 1st ed. 1983.…

Paperback. Zustand: New. The necessity to save steel leads to a marked tendency towards thin-walled structures. Such structures are made of thin plating, the behaviour - and, of course, design - of which is very significantly affected by stability phenomena. In fact, with up-to-date thin-walled steel plated structures, it is very frequently the point of view of stability that governs the design. So it is not astonishing that the attention of a great number of research teams in various parts of the world has been for a good many years directed to investigations into numerous aspects of the buckling behaviour of steel plated structures. However, the current problems of buckling research, which require to account for the effect of initial imperfections, post-buckled behaviour and plastic reserve of strength (this leading in theoretical research to the necessity to solve boundary value problems of geometrically and physically non-linear partial differential equations, and in experimental studies to conduct experiments on full-size test girders) are very complex and time-consuming. Then it is beyond the means of one investigator, or even of one research team, to deal successfully with such problems and, conse­ quently, effective cooperation is indispensable. This was also the reason for the initiation of a fruitful collaboration between the first author of this book (Assoc. Prof. J. Djubek, D. Sc. ) and the third author (Assoc. Prof. M. Skaloud, D. Sc. Softcover reprint of the original 1st ed. 1983.…

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A thoroughly revised English version of a 1980 Czech book. /// Cloth binding; hardback, 637 pp., 8° (16 x 24 cm), dust jacket worn and faded, pages clean, without any marking (there is just authors' dedication on the half title), condition: very good Book Language/s: English.

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Taschenbuch. Zustand: Neu. Druck auf Anfrage Neuware - Printed after ordering - This volume strives to give comprehensive information about the main aspects of the behaviour and limit states of steel plated structures. In following this objective, the volume presents a complete scientific background (profiting from the fact that the authors of the individual parts of the publication have personally been very active in the corresponding fields of research for an extended period of time), but also establishes design recommendations, procedures and formulae.The significance of the volume may be seen in its challenging current concepts of the analysis of steel plated structures, encouraging progress in the field, and thereby establishing an advanced basis for a more reliable and economical design.…