Abstract
AbstractPile cap has the function to transfer the load from the upper structure to group of piles. Purpose of this research is comparing the support reaction of pile cap which loads from support reaction and loads from internal forces with pile cap modelling partially in elevator shaft. Building 14th story with shear wall frame has two model pile cap that are pile cap 1 (5 element pier with 44 piles) and pile cap 2 (11 element pier with 108 piles). The conclusion are the difference between support reaction as loads and support reaction correction are 49.10% in pile cap 1 and 56.11% in pile cap 2, and the difference between support reaction correction as loads and internal forces shear wall in 1st floor as loads are 3.86% in pile cap 1, and 3.19% in pile cap 2. With modelling pile cap partially with stiffness of piles are considered, the support reaction from support reaction correction comparing with support reaction pile cap are 3.68% in pile cap 1 and 2.51% in pile cap 2, and the support reaction from internal forces as loads comparing with support reaction pile cap are 50.11% in pile cap 1 and 69.93% in pile cap 2.KeywordsLoad transferShear wallPile capStiffness
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