Article Open Access

Performance Structural Analysis of U2C Building with the Kobe Earthquake Spectrum

Andi Yusra, Andi Mustafa, Meidia Refiyanni, Zakia Zakia

Abstract


An investigation into the performance of the building structure in receiving the earthquake load must ensure that the building structure is able to receive it within safe limits. A non-linear approach is generally done through pushover analysis. The purpose of this study is to find out how the behavior or performance of building structures when receiving earthquake loads. The analysis is carried out by modeling the structure of the building using the help of the STERA 3D application. Then it is done by entering the Kobe earthquake spectrum data into the software. From the results of the analysis, the value of the deviation between directional levels X 0.0058 m with a base shear of 10,090 KN was obtained. While the Y direction capacity curve has the largest displacement of 0.0084 m with a base shear of 13,270 KN. The result of structural deviation when the performance point is reached for X direction and Y direction loading of 0.0042 m and 0.0063 m, resulting in a yellow color at each point of the column and beam relationship which means that it is still within the range of 1 < U <5 (AMP (response force) analysis), this indicates that the condition of the building structure remains safe during an earthquake.


Keywords


Basic Shear, Limits Of The Service Of The Structure, Interstate Deviations, Earthquake Load

References


SNI. 1726:2019, Tata cara perencanaan ketahanan gempa untuk struktur bangunan gedung dan non gedung, ICS 91.120.25; 91.080.01 ed., Jakarta: Badan Standardisasi Nasional, 2019.

ATC-40, Seismic Evaluation and Retrofit of Concrete Buildings, Redwood City, California 94065: APPLIED TECHNOLOGY COUNCIL, 1996.

F. A. Karima, "Analisis Struktur Gedung Bertingkat Rendah Akibat Pengaruh Beban V," JRSDD, vol. 9, no. 4, pp. 655 - 668, 2021.

I Gede Gegiranang Wiryadi, "ANALISIS RIWAYAT WAKTU PERILAKU STRUKTUR GEDUNG SMA NEGERI 9 DENPASAR," JURNAL ILMIAH KURVA TEKNIK, vol. 10, no. 2, pp. 43 - 52, 2021.

T. Nishiwaki, "Recovery of stress during the interseismic period around the seismogenic fault of the 1995 Mw 6.9 Kobe earthquake, Japan," AGU PUBLICATION, Kyoto, Japan, 2018.

Muliadi, "ANALISIS PERPINDAHAN PADA STRUKTUR BANGUNAN MENGGUNAKAN BASEISOLATOR DI WILA-YAH GEMPA KUAT," PORTAL JURNAL TEKNIK SIPIL, vol. 9, no. 1 , pp. 1 - 15, 2017.

R. Rendra, "KINERJA STRUKTUR AKIBAT BEBAN GEMPA DENGAN METODE," JOM FTEKNIK, vol. 2, no. 2, pp. 1 - 15, 2015.

I. N. Handoyo, "Evaluasi Kinerja Gedung 20 Lantai dengan Variasi Dinding Geser Berdasarkan Analisis Time History Gempa," Jour-nal of The Civil Engineering Student, vol. 1, no. 3, pp. 83 - 90, 2019.

A. Krisdiantoe, "ANALISIS KEKUATAN BANGUNAN TERHADAP GAYA GEMPA DENGAN METODE ANALISIS PUSHOVER (STUDI KASUS GEDUNG PPIIG UPR 2020)," journal.umbjm.ac.id/index.php/density, vol. 4, no. 2, pp. 50 - 55, 2022.

M. Gallegos, "ANALYSIS OF STRONG-MOTION ACCELEROGRAPH RECORDS OF THE 16 APRIL 2016 Mw 7.8 MUISNE, ECUADOR EARTHQUAKE," in 16th World Conference on Earthquake Engineering, 16WCEE 2017, Santiago Chile, 2017.

A. Yudi, "ANALISIS PERILAKU STRUKTUR BETON DAN BAJA DENGAN METODE LEVELLING TIME HISTORY (STUDI KASUS GEDUNG E ITERA, LAMPUNG, INDONESIA)," REKAYASA SIPIL, vol. 13, no. 3, pp. 173 -183, 2019.

A. W. Zebua, "ANALISIS GAYA GEMPA BANGUNAN RUMAH TINGGAL DI WILAYAH GEMPA TINGGI," Jurnal Teknik Sipil Siklus, vol. 4, no. 1, pp. 23 - 35, 2018.

T. P. Utami, "ANALISIS KEKUATAN BANGUNAN TERHADAP GAYA GEMPA DENGAN METODE PUSHOVER STUDI KASUS GEDUNG ASRAMA PUSDIKLAT PPATK, DEPOK," J. Infras, vol. 3, no. 2, pp. 99 - 106, 2017

K. Chunga, "REVIEW OF EARTHQUAKES AND TSUNAMI RECORDS ANDCHARACTERIZATION OF CAPABLE FAULTS ON THE NORTHWESTERN COASTOF ECUADOR," Journal of Tsunami Society International, vol. 36, no. 3, p. 100, 2017.

G. Saragoni, "Evidence of two peaks response spectra (2PRS) due to separated effects of soil and source in recent subduction earth-quakes," in Conference: Earthquake Geotechnical Engineering for Protection and Development of Environment and Constructions, Rome, Italy, 2019

M. C. Hoskins, "Triggered crustal earthquake swarm across subduction segmentboundary after the 2016 Pedernales, Ecuador meg-athrust earthquake," Earth and Planetary Science Letters, vol. 553, no. 116620, pp. 1 - 13, 2021.

S. León-Ríos, "3D Local Earthquake Tomography of the Ecuadorian Margin in the Source Area of the 2016 Mw 7.8 Pedernales Earth-quake," Journal of Geophysical Research: Solid Earth, vol. 10.1029/2020JB020701, pp. 1 - 21, 2021.

NIST, The January 17, 1995 Hyogoken-Nanbu (Kobe) Earthquake, Gaithersburg, MD 20899-0001: Building and Fire Research La-boratory, 1996.

A. Yusra, "ANALYSIS OF STRUCTURAL BUILDING STRENGTH ASRAMA PUTRI ACEH BARAT WITH USE SEISMIC ISOLATION ON KOBE AND EL – CENTRO EARTHQUAKE," Jurnal Teknik Sipil Fakultas Teknik Universitas Teuku Umar, vol. 1, no. 1, pp. 1 - 10, 2015

SNI. 1726:2012, Tata cara ketahanan gempa untuk struktur gedung dan non gedung, Jakarta: Badan Santadardisasi Indonesia, 2012.

T. I. Maulana, "Preliminary Seismic Performance-based Evaluation of Academic Reinforced Concrete Building in Yogyakarta based on Displacement Parameter," Advances in Engineering Research,, vol. 187, pp. 72 - 77, 2019.

Y. A. Pranata, "EVALUASI KINERJA GEDUNG BETON BERTULANG TAHAN GEMPA dengan PUSHOVER ANALYSIS," Jurnal Teknik Sipil Universitas Kristen Maranatha, Bandung, vol. 3, no. 1, pp. 41 - 52, 2006

FEMA-356, Prestandard and Commentary for the Seismic Reha-, Washington, D.C.: AMERICAN SOCIETY OF CIVIL ENGI-NEERS, 2000.

FEMA-440, Improvement of Nonlinear Static Seismic Analysis, Washington, D.C.: Federal Emergency Management Agency, 2005.

SBC-301, Structural—Loading and Forces, Saudi Arabia: The Saudi Code National Building Committee, 2007.




DOI: https://doi.org/10.52088/ijesty.v3i1.413

Refbacks

  • There are currently no refbacks.


Copyright (c) 2023 Andi Yusra, Andi Mustafa, Meidia Refiyanni, Zakia

International Journal of Engineering, Science, and Information Technology (IJESTY) eISSN 2775-2674