Free Downloads Vibration Of Axially-Loaded Structures
This 2007 book concerns the vibration and the stability of slender structural components. The loss of stability of structures is an important aspect of structural mechanics and is presented here in terms of dynamic behavior. A variety of structural components are analyzed with a view to predicting their response to various (primarily axial) loading conditions. A number of different techniques are presented, with experimental verification from the laboratory. Practical applications are widespread, ranging from cables to space structures. The book presents methods by which the combined effects of vibration and buckling on various structures can be assessed. Vibrations and buckling are usually treated separately, but in this book their influence on each other is examined together, with examples when a combined approach is necessary. The avoidance of instability is the primary goal of this material.
File Size: 14593 KB
Print Length: 376 pages
Simultaneous Device Usage: Up to 4 simultaneous devices, per publisher limits
Publisher: Cambridge University Press; 1 edition (September 24, 2007)
Publication Date: September 24, 2007
Sold by: Digital Services LLC
Language: English
ASIN: B01DM26PI8
Text-to-Speech: Not enabled
X-Ray: Not Enabled
Word Wise: Not Enabled
Lending: Not Enabled
Enhanced Typesetting: Not Enabled
Best Sellers Rank: #1,493,106 Paid in Kindle Store (See Top 100 Paid in Kindle Store) #116 in Books > Engineering & Transportation > Engineering > Civil & Environmental > Structural Dynamics #256 in Kindle Store > Kindle eBooks > Nonfiction > Science > Physics > Dynamics #1472 in Books > Engineering & Transportation > Engineering > Civil & Environmental > Structural
This book is the best book I have read on the combined stabity and dynamics. Actually, the stability and dynamics are both eigen orientated problem, while people normally treat them separately. With this book, you will get both theoritical and practical knowledge about the problem. I recommend to read that !!
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