Seismic Performance, Modeling, and Failure Assessment of Reinforced Concrete Shear Wa

[TAFATNEB]

Seismic Performance, Modeling, and Failure Assessment of Reinforced Concrete Shear Wall Buildings

Author: Tuna, Zeynep | Size: 28.4 MB | Format: PDF | Quality: Unspecified | Publisher: UNIVERSITY OF CALIFORNIA Los Angeles | Year: 2012 | pages: 298

Reinforced concrete structural (shear) walls are commonly used as lateral load resisting systems in high seismic zones because they provide significant lateral strength, stiffness, and deformation capacity. Understanding the response and behavior of shear walls is essential to achieve more
economical and reliable designs, especially as performance-based design approaches for new buildings have become more common. Results of a case study of 42-story RC dual system building, designed using code-prescriptive and two different performance-based design approaches, are presented to assess expected performance. Median values and dispersion of the response quantities are, in general, well-below acceptable limits and the overall behavior of the three building designs are expected to be quite similar. However, the ability to define shear failure and collapse proved difficult and provided motivation to conduct additional studies.

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
***************************************

This post has been made by CivilEA Post-Generator v2.2.0