Article Per Year (5 Year)
p-Index From 2021 - 2026
0.23
P-Index
This Author published in this journals
All Journal Civil Engineering Journal
Uniadi Mangidi
Department of Civil Engineering, Faculty of Engineering, Universitas Halu Oleo, Kendari 93231
Civil Engineering, Building, Construction & Architecture

Published : 1 Documents Claim Missing Document
Claim Missing Document
Check
Articles

Found 1 Documents
Search

 1 
Influence of Soil-Pile-Structure Interaction of Multi-Story Buildings: A Winkler Based Static Analysis Abdul Kadir; Ahmad Syarif Syukri; Edward Ngii; Nasrul; Sulha; Uniadi Mangidi; Masykur Kimsan
Civil Engineering Journal Vol. 12 No. 8 (2026): August
Publisher : Salehan Institute of Higher Education

Show Abstract | Download Original | Original Source | Check in Google Scholar | DOI: 10.28991/CEJ-2026-012-08-02

Abstract

This study analyzes the effect of Soil-Pile-Structure Interaction (SPSI) on building responses, focusing on the fundamental period, base shear, displacement, and inter-story drift. SPSI is modeled using four formulations within the Winkler framework: the Equivalent Cantilever, Equivalent Cantilever-Spring, Concentrated Spring, and Distributed Spring models. These represent variations in deep foundation stiffness. Equivalent static analyses were performed on 5-, 10-, and 15-story structures. Each model was evaluated to assess the sensitivity of the structural response to changes in soil-pile interaction characteristics. The results indicate that SPSI increases the fundamental vibration period by 0.65% to 99.74%. Meanwhile, the base shear ranges from -7.34% to 50.135% for both the X and Y directions, displacement increases by 23.55% to 216.79%, and inter-story drift increases by 0% to 148.8%. This amplification across all response parameters is more pronounced in low- to mid-rise structures. Furthermore, variations in the models yield consistent differences in response, where models with a lower stiffness distribution result in a more flexible structure and larger displacements. The model stiffness is highly influenced by the distribution of the soil modulus of elasticity or subgrade modulus. Specifically, a constant modulus distribution based on the pile diameter tends to underestimate the soil-pile stiffness.
Co-Authors Abdul Kadir Ahmad Syarif Syukri Edward Ngii Masykur Kimsan Nasrul Sulha