The Effect of Horizontal Vulnerability on the Stiffness Level of Reinforced Concrete Structure on High-Rise Buildings

Fanny Monika(1), Berkat Cipta Zega(2), Hakas Prayuda(3*), Martyana Dwi Cahyati(4), Yanuar Ade Putra(5)

(2) Department of Civil Engineering, Faculty of Engineering, Universitas Negeri Surabaya
(3) Universitas Muhammadiyah Yogyakarta
(4) Department of Civil Engineering, Universitas Muhammadiyah Yogyakarta
(5) Department of Civil Engineering, Universitas Muhammadiyah Yogyakarta
(*) Corresponding Author


Buildings have an essential function; they are a place for people to carry out various activities, such as social, economic, and religious activities. In a building construction plan, considering multiple factors from strength to architecture is necessary. The issue of limited land in some areas has resulted in the construction of vertical buildings, often known as high-rise buildings. High-rise building construction requires paying attention to various levels of vulnerabilities, especially for projects in earthquake-prone areas. In this study, the levels of vulnerability and vertical irregularity of high-rise buildings were analyzed based on structural rigidity for reinforced concrete structures. Building models including a cube-shaped model, L-shaped model, and U-shaped model were investigated. The STERA 3D program was used to determine the strength values of the structures by providing earthquake loads on each structure model using the time-history analysis method. The El Centro and Kobe earthquakes were tested in these structural models because the earthquakes are known to contribute the most exceptional damage value in the history of earthquake-caused disasters. The assessed parameters of the tested structural models include structural stiffness, the most significant displacement in the structure, the maximum displacement and load relations experienced by the construction, and the hysteretic energy exhibited by the structure. Therefore, the best performed structural model in resisting the load could be obtained. The results showed that the U-shaped building model had the highest stiffness value with an increase in stiffness of 7.43% compared with the cube-shaped building model and 3.01% compared with the L-shaped building model.


High rise building; Horizontal Vulnerability; Stiffness; STERA 3D; Time History

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Brunesi, E. Casagrande, L. & Nascimbene, R., 2016. Seismic Analysis of High-Rise Mega-Braced Frame-Core Buildings. Engineering Structures, Vol. 115, pp. 1–17.

Cornelis, R. B., & Umbu, T. B., 2014. Analisis Perbandingan Gaya Geser Tingkat, Gaya Geser Dasar, Perpindahan Tingkat, dan Simpangan Antar Tingkat Akibat Beban Gempa Berdasarkan Peraturan Gempa SNI 1726-2002 dan SNI 1726-2012. Jurnal Teknik Sipil, Vol. 3 No. 2, pp. 205–216.

Federal Emergency Management Agency, 2011. FEMA 426 - Reference Manual to Mitigate Potential Terrorist Attacks Against Buildings. Washington, D.C: The U.S. Department of Homeland Security (DHS).

Kapojos, C. G., Tamuntuan, G., & Pasau, G., 2015. Analisis Percepatan Tanah Maksimum dengann Menggunakan Rumus Esteva dan Donovan (Studi Kasus pada Semenanjung Utara Pulau Sulawesi). Jurnal Ilmiah Vol. 15 No. 2, pp. 99–104.

Li, S., Yu, B., Gao, M., & Zhaia, C., 2019. Optimum Seismic Design of Multi-Story Buildings for Increasing Collapse Resistant Capacity. Soil Dynamics and Earthquake Engineering, Vol. 116, pp. 495–510.

Louzai, A., & Abed, A., 2014. Evaluation of the Seismic Behavior Factor of Reinforced Concrete Frame Structures Based on Comparative Analysis Between Non-Linear Static Pushover and Incremental Dynamic Analyses. Bulletin Earthquake Engineering, pp. 1773–1793.

Lu, X., Xie, L., Guan, H., Huang, Y., & Lu, X. ,2015. A shear wall element for nonlinear seismic analysis of super-tall buildings using Open Sees. Finite Elements in Analysis and Design, Vol. 98, pp. 14–25.

Majore, B. O, 2015. Studi Perbandingan Respons Dinamik Bangunan Bertingkat Banyak dengan Variasi Tata Letak Dinding Geser. Jurnal Sipil Statik, Vol. 3 No. 6, pp. 435–446.

Massinai, M. M., Massinai, K., Virman, Lantu, & Muhammad, F. I., 2016. Analisis Percepatan Tanah Maksimum, Kecepatan Tanah Maksimum dan MMI di Wilayah Sulawesi Utara. Jakarta, Seminar Nasional Fisika 2016.

Pavel, F., 2018. Simplified Seismic Collapse Evaluation of Code Conforming Reinforced Concrete Structures in Bucharest, Romania. Iranian Journal of Science and Technology, Transactions of Civil Engineering, pp. 1–6.

Saito, T., 2016. Response of High-Rise Buildings under Long Period Earthquake Ground Motions. International Journal of Structural and Civil Engineering Research, Vol. 5 No. 4, pp. 308–314.

Weningtyas, E. R., 2017. Studi Numberik Sambungan Balok Kolom Beton Bertulang Pracetak Eksterior dengan Variasi Penampang Balok Menggunakan Beban Statik, Yogyakarta: Undergraduate Thesis Report. Department of Civil Engineering, Universitas Muhammadiyah Yogyakarta


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