07-15-2012, 09:41 AM
Seismic Behavior and Retrofit of Infilled Frames
Author: Mohammad Reza Tabeshpour, Amir Azad1 and Ali Akbar Golafshani | Size: 0.5 MB | Format: PDF | Quality: Unspecified | Publisher: Sharif University of Technology, Tehran, | Year: - | pages: 28 | ISBN: -
There are many important
questions in the field of infilled frames, such as:
1. What are the negative and positive effects of infill walls in various types of buildings
(local and global)?
2. Where infills should be considered (in which type of structures, considering lateral
resisting system)?
3. When it is better to have interaction between frame and infill? In what type of
structures considering the number of stories?
4. When it is better to have a gap between frame and infill?
5. What is the state of the art in this field?
6. Comparing National and international codes, what is the state of the practice?
7. What are the suitable strategies to retrofit existing infilled frames?
The aim of this chapter is to answer some of these questions. A categorized discussion is
presented here to classify the problems solved or to be solved.
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
***************************************
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
***************************************