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AISC
ASCE
aisc 360-10
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ASCE 7-05
Dynamic Analysis
earthquake
eartquake
Load Case
load combinations
Ram structural analysis
Response Spectrum
"RAM Structural System" modal analysis load combinations
Elad Katriel
Hi, I am working on RAM Structural System. I looking to do a modal analysis on the building. Is there a way automatically generating the load combination for modal analysis? The way RAM does for direct analysis method? Or do I have to manually…
over 4 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
Response Spectrum Analysis
Bubalan Sundaram
Dear Sir, We have a model where the units is set to Mton and cm . Our questions are; a.) Do we have to convert accleration scale factor to 9.805*100? b.) Do we have to convert the Period Vs accleration curve *100? ( Max 0.18, so 0.18*100?) C.…
Answered
over 9 years ago
RAM | STAAD | ADINA
RAM | STAAD Forum
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