04-26-2014, 11:02 AM
Design objectives and collapse prevention for building structures in mega-earthquake
Author: Ye Lieping, , Lu Xinzheng1,2‡ and Li Yi | Size: 11 MB | Format: PDF | Quality: Unspecified | Publisher: EARTHQUAKE ENGINEERING AND ENGINEERING VIBRATION June, 2010 | Year: 2010 | pages: 11
![[Image: 56550455983356500152.jpg]](https://pic.civilea.com/images/56550455983356500152.jpg)
![[Image: info.png]](http://postgen.civilea.com/icon/info.png)
A “mega-earthquake” is one with an intensity larger than the most severe earthquake intensity category currently considered in design codes. For a “mega-earthquake,” the design objective of a given structure is to “preserve living spaces for people in the buildings.” In this paper, factors that may infl uence the collapse resistance of RC frames in a megaearthquake are analyzed based on seismic damage observed in the 2008 Wenchuan earthquake. Methodologies to improve structural collapse resistance focus on three aspects: global strength margin, global redundancy and global integration of the structural system. Fundamental principles and design concepts for collapse prevention under a mega-earthquake are proposed, and issues that need further research are identifi ed.
![[Image: download.png]](http://postgen.civilea.com/icon/download.png)
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
***************************************