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P 100 - Values for Response Spectrum analysis
problem solved. just in case, if someone wants to know: for Romania, ag=0.16 G, reinf. concrete building, ductility factor 4.725 the starting value for design spectrum is 1.6 m/s2 at T=0, with 0.9 m/s2 between 0.07 and 0.07 seconds. scale factor "1" for N m units- dorinad
- Post #2
- Forum: Computers and Structures: ETABS
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P 100 - Values for Response Spectrum analysis
Can somebody help me with some values for the Scale factor in the definition of the response spectrum ? Especially for the definition of romanian p100 - 2006 seismic code (or EC8). When defining a response function in etabs / sap2000 the values for the accelerations represent fractions of G...- dorinad
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- Replies: 2
- Forum: Computers and Structures: ETABS
