Pengaruh Pemodelan Soil-Structure Interaction pada Kinerja Struktur: Studi Kasus Tipologi Bangunan Sekolah Indonesia

Adrian Ulza, Halida Yunita, Yunita Idris, Ratu Shara Faradiba

Abstract


 This study evaluates the impact of Soil-Structure Interaction (SSI) on the dynamic response of low-rise school buildings in Indonesia. Three SSI models were developed: spring supports (SSI I), distributed springs on a plate (SSI II), and soil modeled as solid elements (SSI III), compared to a benchmark model. The analysis revealed that SSI III produced the highest displacement, shear force, and overturning moment responses but required significantly longer computation time. In contrast, SSI II demonstrated more efficient results by reducing internal forces and structural displacement. This study provides insights into the implementation and contribution of SSI modeling in structural analysis.


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References


ASCE/SEI 7-16, Minimum Design Loads for Buildings and Other Structures. American Society of Civil Engineers (ASCE), 2016. doi: 10.1016/B978-0-7234-5558-5.00006-3.

Badan Standardisasi Nasional (BSN), “Tata Cara Perencanaan Ketahanan Gempa untuk Struktur Gedung dan Non-Gedung, SNI 1726:2019,” 2019.

M. V. R. G. Cruz, R. Bento, P. Durand-Neyra, and A. Morales-Esteban, “Analysis of the soil structure-interaction effects on the seismic vulnerability of mid-rise RC buildings in Lisbon,” Structures, vol. 38, pp. 599–617, Apr. 2022, doi: 10.1016/j.istruc.2022.02.024.

J. Wang, T. Guo, and Z. Du, “Experimental and numerical study on the influence of dynamic structure-soil-structure interaction on the responses of two adjacent idealized structural systems,” J. Build. Eng., vol. 52, p. 104454, Jul. 2022, doi: 10.1016/j.jobe.2022.104454.

FEMA P-2091, “A practical guide to soil-structure interaction,” 2021.

S. T. Karapetrou, S. D. Fotopoulou, and K. D. Pitilakis, “Seismic vulnerability assessment of high-rise non-ductile RC buildings considering soil–structure interaction effects,” Soil Dyn. Earthq. Eng., vol. 73, pp. 42–57, Jun. 2015, doi: 10.1016/j.soildyn.2015.02.016.

E. Ahmadi, “On the structural energy distribution and cumulative damage in soil-embedded foundation-structure interaction systems,” Eng. Struct., vol. 182, pp. 487–500, Mar. 2019, doi: 10.1016/j.engstruct.2018.12.091.

C. B. J. Stewart, T. C. H. Crouse, B. Lizundia, F. Naeim, and O. Farhang, “Soil-structure interaction for building structures, NIST,” 2012.

D. Assimaki and E. Kausel, “Modified Topographic Amplification Factors for a Single-Faced Slope due to Kinematic Soil-Structure Interaction,” J. Geotech. Geoenvironmental Eng., vol. 133, no. 11, pp. 1414–1431, Nov. 2007, doi: 10.1061/(ASCE)1090-0241(2007)133:11(1414).

H. Yazdani, M. Khatibinia, S. Gharehbaghi, and K. Hatami, “Probabilistic Performance-Based Optimum Seismic Design of RC Structures Considering Soil–Structure Interaction Effects,” ASCE-ASME J. Risk Uncertain. Eng. Syst. Part A Civ. Eng., vol. 3, no. 2, Jun. 2017, doi: 10.1061/AJRUA6.0000880.

H. D. Nguyen and M. Shin, “Effects of soil–structure interaction on seismic performance of a low-rise R/C moment frame considering material uncertainties,” J. Build. Eng., vol. 44, p. 102713, Dec. 2021, doi: 10.1016/j.jobe.2021.102713.

S. C. Dutta, K. Bhattacharya, and R. Roy, “Response of low-rise buildings under seismic ground excitation incorporating soil–structure interaction,” Soil Dyn. Earthq. Eng., vol. 24, no. 12, pp. 893–914, Dec. 2004, doi: 10.1016/j.soildyn.2004.07.001.

M. Kamal, M. Inel, and B. T. Cayci, “Seismic behavior of mid-rise reinforced concrete adjacent buildings considering soil-structure interaction,” J. Build. Eng., vol. 51, p. 104296, Jul. 2022, doi: 10.1016/j.jobe.2022.104296.

M. Firoj, A. Bahuguna, A. Kanth, and R. Agrahari, “Effect of nonlinear soil−structure interaction and lateral stiffness on seismic performance of mid−rise RC building,” J. Build. Eng., vol. 59, p. 105096, Nov. 2022, doi: 10.1016/j.jobe.2022.105096.

Kementrian PUPR, “Petunjuk teknis standardisasi desan dan penilaian kerusakan sekolah dan madrasah [Technical guidelines for design standardization and damage assessment of schools and madrasah] SE No. 47/SE/DC/2020,” 2020.

Q. Salsabila, “Evaluasi Sistem Struktur Bangunan Sekolah Menggunakan Pengembangan Kurva Kerapuhan (Studi kasus:Tipikal Bangunan SMA di Kota Banda Aceh),” Tugas Sarjana, Tek. Sipil, Univ. Syiah Kuala, 2023.

NIED Hi-net, “National Research Institute for Earth Science and Disaster Resilience.”

ASCE/SEI 41-17, Seismic Evaluation and Retrofit of Existing Buildings. Reston, Virginia: American Society of Civil Engineers (ASCE), 2017. doi: 10.1061/9780784414859.

B. Kirar, B. K. Maheshwari, and P. Muley, “Correlation Between Shear Wave Velocity (Vs) and SPT Resistance (N) for Roorkee Region,” Int. J. Geosynth. Gr. Eng., vol. 2, no. 1, p. 9, Mar. 2016, doi: 10.1007/s40891-016-0047-5.

A. Pais and E. Kausel, “Approximate formulas for dynamic stiffnesses of rigid foundations,” Soil Dyn. Earthq. Eng., vol. 7, no. 4, pp. 213–227, Oct. 1988, doi: 10.1016/S0267-7261(88)80005-8.




DOI: https://doi.org/10.35308/jts-utu.v11i1.11549

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