Design of Comfortable Structure of Junior High School Building By Using ETABS Software

Authors

  • Malfazan Abda'u malfazan Universitas Swadaya Gunung Jati, Indonesia
  • Muhammad Azrial Akbar Universitas Swadaya Gunung Jati
  • Sudarno Sudarno Universitas Swadaya Gunung Jati
  • Arief Firmanto Universitas Swadaya Gunung Jati

DOI:

https://doi.org/10.46799/jst.v5i11.1018

Keywords:

building structure, ETABS, Response Spectrum SRPMK, earthquake resistant building design, pile foundation

Abstract

Ibnu Abbas Foundation intends to build a four-story school building for junior high school in Talun District, Cirebon Regency. This study aims to design a school building structure that is comfortable, safe, and meets earthquake-resistant standards using ETABS software. The design process includes structural planning, analysis of building response to static and dynamic loads such as dead load, live load, wind load, and earthquake load, as well as detailed design of structural elements such as floors, columns, beams, and foundations. This research method uses a calculation approach that refers to the applicable Indonesian National Standards (SNI), namely SNI 2847: 2019 for structural planning, SNI 1727: 2020 for load planning, and SNI 1726: 2019 for earthquake resistant planning. The planning process uses the Response Spectrum SRPMK method and is assisted by ETABS software for structural analysis and design. The planning results show that the four-story school building structure can be built safely using a pile foundation with a depth of 4.4 meters and diameters of 50 and 60 cm. The foundation is able to withstand the load of the planned structure. The structural elements of the school building are planned using reinforced concrete with a material quality of K-300 for the frame and K-350 for the columns. The main reinforcement used is BJTS 420A, and the transverse reinforcement is BJTP 280.

Downloads

Download data is not yet available.

References

Alwani, A. (2022). Evaluation of safety factor of selected ancient buildings in Iraq against earthquake loads. Hasan Kalyoncu Üniversitesi.

Bedon, C., Zhang, X., Santos, F., Honfi, D., Kozłowski, M., Arrigoni, M., Figuli, L., & Lange, D. (2018). Performance of structural glass facades under extreme loads–Design methods, existing research, current issues and trends. Construction and Building Materials, 163, 921–937.

D’Urso, S., & Cicero, B. (2019). From the efficiency of nature to parametric design. A holistic approach for sustainable building renovation in seismic regions. Sustainability, 11(5), 1227.

Filiatrault, A., & Sullivan, T. (2014). Performance-based seismic design of nonstructural building components: The next frontier of earthquake engineering. Earthquake Engineering and Engineering Vibration, 13, 17–46.

Kamjoo, V., & Eamon, C. D. (2018). Reliability-based design optimization of a vehicular live load model. Engineering Structures, 168, 799–808.

Mahamood, S. Z. H., & Fathi, M. S. (2022). Seismic building design work process using building information modelling (BIM) technology for Malaysian Government projects. International Journal of Disaster Resilience in the Built Environment, 13(2), 211–232.

Marini, S., & Sarwindah, S. (2017). Analisis model penerimaan teknologi (Technology acceptance model) aplikasi BPJS online. STMK ATMA LUHUR.

Memon, S. A., Zain, M., Zhang, D., Rehman, S. K. U., Usman, M., & Lee, D. (2020). Emerging trends in the growth of structural systems for tall buildings. Journal of Structural Integrity and Maintenance, 5(3), 155–170.

Papadopoulos, A. M. (2016). Forty years of regulations on the thermal performance of the building envelope in Europe: Achievements, perspectives and challenges. Energy and Buildings, 127, 942–952.

Serdar, N., & Folić, R. (2018). Vulnerability and optimal probabilistic seismic demand model for curved and skewed RC bridges. Engineering Structures, 176, 411–425.

Shahjalal, M., Yahia, A. K. M., Morshed, A. S. M., & Tanha, N. I. (2024). Earthquake-Resistant Building Design: Innovations and Challenges. Global Mainstream Journal of Innovation, Engineering & Emerging Technology, 3(04), 101–119.

Taghinezhadbilondy, R., Yakel, A., & Azizinamini, A. (2016). Extending use of simple for dead load and continuous for live load (SDCL) steel bridge system to seismic areas.

Takewaki, I., & Akehashi, H. (2021). Comprehensive review of optimal and smart design of nonlinear building structures with and without passive dampers subjected to earthquake loading. Frontiers in Built Environment, 7, 631114.

Thai, H.-T., Ngo, T., & Uy, B. (2020). A review on modular construction for high-rise buildings. Structures, 28, 1265–1290.

Udoeyo, F. F. (2020). Structural analysis. Teaching and Learning Materials

Downloads

Published

2024-11-15