Load Transfer Shear Wall to Pile Cap Modelling Partially for Group Precast Pile

Wiyono, Daud Rahmat and Milyardi, Roi and Pranata, Yosafat Aji and Desiani, Asriwiyanti (2021) Load Transfer Shear Wall to Pile Cap Modelling Partially for Group Precast Pile. In: Second International Conference of Construction, Infrastructure, and Materials, 26 July 2021, Jakarta.

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Abstract

Pile 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.

Item Type: Conference or Workshop Item (Paper)
Contributors:
ContributionContributorsNIDN/NIDKEmail
AuthorWiyono, Daud RahmatUNSPECIFIEDUNSPECIFIED
AuthorMilyardi, RoiUNSPECIFIEDUNSPECIFIED
AuthorPranata, Yosafat AjiUNSPECIFIEDUNSPECIFIED
AuthorDesiani, AsriwiyantiUNSPECIFIEDUNSPECIFIED
Uncontrolled Keywords: Load transfer, Shear wall, Pile cap, Stiffness
Subjects: T Technology > T Technology (General)
Depositing User: Perpustakaan Maranatha
Date Deposited: 22 Jan 2025 10:51
Last Modified: 22 Jan 2025 10:51
URI: http://repository.maranatha.edu/id/eprint/33469

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