Search the Community
Showing results for tags 'seismicdesign'.
Found 3 results
-
Should we change stiffness modifiers, if a certain shear wall fails. Suppose I have 10X50 shear wall with 0.7 (for f11, f22) and 1 for f12. Now if these shear wall fails in seismic or wind combo for flexure of shear should we change the modifiers to make it pass.
-
I am new here and I am stuck in a few problems in seismic design of water retaining structures. I am stuck in "effective mass coefficient ε" asked in ACI 350-3-06 Appendex A Step 5, and S1 ans Ss from ACI 350-3-06. it says the "From the applicable seismic ground motion map of ASCE 7-05, Chapter 22,...
-
Hello all, 'Difference between Force & Displacement method of building analysis' This has been a topic for my college assignment .And I am going through many literature to understand it.I have even gone through journals which made a comparison between the two cases, following linear analy...
