#Seismic #EarthquakeandEarthquakeLoads #Other
ACI 18 13 4 1.png
Pete The intent of Section 12.13.9.3.4 is to assure that if lateral spreading occurs, and imposes permanent lateral deformation of the pile along its length, that the pile will still be able to sustain the gravity loads imposed on it and not cause collapse. The degree and rigor of analysis...
Good Day, This is my first posting, so I am grateful for any feedback/input. We have some discussions in our office related to Provision 12.13.9.3.4 in ASCE 7-16, in particular: Is the intention of this provision such that the engineer is to perform a p-delta analysis with secondary effects on...
There are many uncertainties associated with nonlinear modeling of structures including the variability of material strength, record-to-record variability in ground motion, level of damping, actual ductility available in each element, etc. In order to obtain an unbiased prediction of performance...
ASCE 41-17 permits the use of the generalized force-deformation relation for deformation-controlled steel elements depicted in Figure 9-2 using the modeling parameters and acceptance criteria specified in Table 9.7-1 for nonlinear procedures. The yield point, Qy, for flexural action in beams is...