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Kurgu Sanatı : Senaryo Roman Öykü ve Oyun İçin
Hikâye geliştirmeye odaklanan, senaryo ve yazı üzerine olan kitapların büyük çoğunluğu her şeyden önce eserin yazılmasına ilham vermiş o “ilk” fikirden çok az bahseder. Kurgu Sanatı yazarların yaratıcılıklarını senaryolar, romanlar, öyküler ...
Strolling Through Istanbul : The Classic Guide to the City
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Applied Statistics and Probability for Engineers 6e ISV
This text brings statistical tools to engineers and scientists who design and develop new products, new manufacturing systems and processes and who improve existing systems. Because computer-intensive methods are so important in the modern use of statistics, ...
Game of Thrones : House Lannister Deluxe Stationery Set
In the land of Westeros, a timely message dispatched via raven can make the difference between winning a battle and losing your kingdom. These deluxe stationery kits, themed to the Great Houses of Westeros, provide all the items you need to communicate ...
Yayınevi: Springer
Yayın tarihi: 11/2012
ISBN: 9783034874991
İngilizce | 300 Sayfa | 17,27x25,65x2,03 cm.
Tür: Bilim-Teknik
Temin Süresi 49 - 63 iş günü
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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.
Limit State of the Plate Elements of Steel Structures
J. Djubek
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