I am doing my graduation work about comparation of some seismic codes of the world and the peruvian code, I want to know what is the diference between sap2000 and the etabs, may i use sap 2000 for using massonry analysis. Would you have some examples file about it (seismic analysis). Thank you
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sap2000+etabs
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More likely if you think in the program making the checks for masonry under EQ forces, I assume NO is the answer. Analysis of masonry the structures of course it is able to perform, since it has plates and line elements, with which you can model almost any building.
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