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Showing results for tags 'Response Spectrum Analysis'.
Found 4 results
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Assalaam o Alliakum everyone, I was wondering if someone could refer me some guide/learning material/book/video tutorials to design building by applying response spectrum analysis in ETABS. I am designing a building with extreme torsional irregularity. Seismic Design Category is D and T<3.5T_s so ELF can't be used. I have to apply some dynamic analysis. I know basics of RSA but I want a step-by-step guide to design structure using RSA in ETABs. Any help would be appreciated.
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AOA Fellows. Can we perform RSA on two story building have vertical irregularity in zone-2? What should be the preference of desinger, shear wall to avoid it or go for RSA ?
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May I ask how can I apply the vertical component of earthquake in response spectrum analysis in ETABS with the ACI, UBC, or ASCE code? Also, do I have to apply the redundancy factor for Response Spectrum Analysis? -
Dear all, 1. Do we need to scale Time History Records for Linear analysis? Like we do in RSA? 2. How can we model a damper staying in linear analysis domain? as I am working a tall building for which I am not interested to go Non-Linear domain as this is part of my masters dissertation.
