WilliamHerrison
Student
Hi, i am doing a research about container building with ETABS as design program. I am struck now and really need help for my research. Due to limited information from indonesian standard, i really need a trusted guide to help me through all the problems.
I am now starting to define load pattern for seismic, i used ASCE 7-16 standard and i dont know how to find seismic response modification (R) value. What do you guys think the SFRS for container building, and are there any fixed information about this? i would really appreciate the comments, thankyou in advance
I am now starting to define load pattern for seismic, i used ASCE 7-16 standard and i dont know how to find seismic response modification (R) value. What do you guys think the SFRS for container building, and are there any fixed information about this? i would really appreciate the comments, thankyou in advance
