ASCE 41 - What Gives?!?
Lately I have found myself doing a lot of seismic retrofits of existing structures.
These buildings are often analyzed utilizing ASCE 41 and I have a few complaints with the standard that I have not found answers too... hopefully someone reading this site can help me out with these.
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Time Histories to Response Spectrums
I have inherited an awesome project through the most unfortunate circumstances, the loss of a great engineer moving onto bigger and brighter pastures.
The project is going to be an ASCE 41 non-linear dynamic analysis and has had geotech engineers involved in picking out ground motion that represent similar ground motions that the …
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