Dec 4, 2007 #1 Uttar1 Geotechnical Dec 4, 2007 3 0 0 US Need some inputs to determine horizontal seismic coefficient (used in the design of segmental retaining wall ) based on spectral response acceleration coefficients given in IBC. Any lead is appreciated.
Need some inputs to determine horizontal seismic coefficient (used in the design of segmental retaining wall ) based on spectral response acceleration coefficients given in IBC. Any lead is appreciated.
Dec 5, 2007 Thread starter #2 Uttar1 Geotechnical Dec 4, 2007 3 0 0 US To clarify further: AASHTO manual gives values of horizontal seismic coefficient in the form of a map. IBC specifies Spectral Response Acceleration Coefficients (Ss and S1) for a given project area. Is there any correlation between the two. Upvote 0 Downvote
To clarify further: AASHTO manual gives values of horizontal seismic coefficient in the form of a map. IBC specifies Spectral Response Acceleration Coefficients (Ss and S1) for a given project area. Is there any correlation between the two.
Apr 1, 2008 #3 todd2ny Civil/Environmental Feb 4, 2008 28 0 0 US Please see attached link from the USGS. This will give you the seismic parameters you are looking for. http://earthquake.usgs.gov/research/hazmaps/design/ Upvote 0 Downvote
Please see attached link from the USGS. This will give you the seismic parameters you are looking for. http://earthquake.usgs.gov/research/hazmaps/design/