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Christian . Ed(S): Meyer - Modelling and Analysis of Reinforced Concrete Structures for Dynamic Loading - 9783211829196 - V9783211829196
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Modelling and Analysis of Reinforced Concrete Structures for Dynamic Loading

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Description for Modelling and Analysis of Reinforced Concrete Structures for Dynamic Loading Paperback. Offers a comprehensive review of the material behavior of concrete under dynamic loads, especially impact and impulse. This work discusses important design-related topics, with emphasis on performance of concrete frames subjected to seismic loads. It recognizes the significance of modern software systems by including examples. Editor(s): Meyer, Christian. Series: CISM International Centre for Mechanical Sciences. Num Pages: 259 pages, 62 black & white illustrations, biography. BIC Classification: PBWH; TGM; TNC; TNK. Category: (P) Professional & Vocational; (UP) Postgraduate, Research & Scholarly. Dimension: 244 x 170 x 14. Weight in Grams: 461.
A comprehensive review of the material behavior of concrete under dynamic loads, especially impact and impuls, opens the volume. It is followed by a summary of the various analytical tools available to engineers interested in analyzing the nonlinear behavior of reinforced concrete members for dynamic load. These range from relatively simple and practice-oriented push-over analysis to sophisticated layered finite element models. Important design-related topics are discussed, with special emphasis on performance of concrete frames subjected to seismic loads. The significance of modern software systems is recognized by including extensive examples. For readers not current in dynamic analysis methods, an appendix ... Read more

Product Details

Format
Paperback
Publication date
1998
Publisher
Springer Verlag GmbH Austria
Number of pages
259
Condition
New
Series
CISM International Centre for Mechanical Sciences
Number of Pages
250
Place of Publication
Vienna, Austria
ISBN
9783211829196
SKU
V9783211829196
Shipping Time
Usually ships in 15 to 20 working days
Ref
99-15

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