+- Civil Engineering Association (https://forum.civilea.com)
+-- Forum: eBooks (https://forum.civilea.com/forum-63.html)
+--- Forum: Journals, Papers and Presentations (https://forum.civilea.com/forum-74.html)
+---- Forum: Scientific journals and Research papers (https://forum.civilea.com/forum-166.html)
+---- Thread: Nonlinear Dynamic Analysis of Reinforced Concrete Building Structures (/thread-47774.html)
Nonlinear Dynamic Analysis of Reinforced Concrete Building Structures - TAFATNEB - 05-30-2014
Nonlinear Dynamic Analysis of Reinforced Concrete Building Structures
Author: SHUNSUKE OTANI | Size: 1.2 MB | Format: PDF | Quality: Unspecified | Publisher: Department of Civil Engineering, University of Toronto, Toronto, Ontario, Canada M5S 1A4 Received January 10，1979 Revised manuscript accepted March 31980 | Year: 1979 | pages: 19
![[Image: 75752682519252355920.png]](https://pic.civilea.com/images/75752682519252355920.png)
![[Image: info.png]](http://postgen.civilea.com/icon/info.png){kind=icon}
This state-of-the-art paper discusses nonlinear dynamic analysis of reinforced concrete building structures. Nonlinear analysis of a reinforced concrete building is difficult (a) because inelastic deformation is not confined at critical sections, but spreads throughout the structure; and (b) because stiffness of the reinforced concrete is dependent on a strain history. The paper reviews the behaviour of reinforced concrete members and their subassemblies observed during laboratory tests. Then different hysteresis and analytical models of reinforced concrete members are reviewed, and their application to the simulation of building model behaviour is discussed.
![[Image: download.png]](http://postgen.civilea.com/icon/download.png){kind=icon}
Code:
***************************************
Content of this section is hidden, You must be registered and activate your account to see this content. See this link to read how you can remove this limitation:
http://forum.civilea.com/thread-27464.html
***************************************