STEEL BUILDING DAMAGE CHRISTCHURCH EARTHQUAKE 22-2011 NEW ZEALAND - Printable Version +- Civil Engineering Association (https://forum.civilea.com) +-- Forum: Various (https://forum.civilea.com/forum-6.html) +--- Forum: Free Discussion (https://forum.civilea.com/forum-46.html) +--- Thread: STEEL BUILDING DAMAGE CHRISTCHURCH EARTHQUAKE 22-2011 NEW ZEALAND (/thread-28120.html) |
STEEL BUILDING DAMAGE CHRISTCHURCH EARTHQUAKE 22-2011 NEW ZEALAND - LiviuM - 08-03-2011 Found these on the internet, they seem very interesting, so I thought to share them: Article: STEEL BUILDING DAMAGE CHRISTCHURCH EARTHQUAKE 22-2011 NEW ZEALAND Code: *************************************** More information regardin the response spectra: Code: *************************************** That high amplification in second 1 looks very frightening. I thought that as the modal period increases the amplification lowers. This is all wrong. RE: STEEL BUILDING DAMAGE CHRISTCHURCH EARTHQUAKE 22-2011 NEW ZEALAND - LiviuM - 08-04-2011 More info can be found on: Code: *************************************** RE: STEEL BUILDING DAMAGE CHRISTCHURCH EARTHQUAKE 22-2011 NEW ZEALAND - iceman84 - 08-04-2011 An interesting comparison is between the response spectra from the aSeptember 2010 earthquake and the response spectra from the February 2011 earthquake. |