Stress analysis of four-story building to detect the crack location under the earthquake loading
Abstract
A 3D frame element modelling conducted in order to identify the crack location of the educational building on South Lampung City. Many cracking visually appeared in a building and many of leaking observed that the building performs an over displacement. This research proposed an analysis in order to detect the crack location due to the building’s overstressed before and under the certain earthquakes loading. First, the building subjected to the deadload and service loading and was found that the building in a health condition and there is no cracking identified. Second, an El-Centro earthquake normalized and fitted with the site location and loaded to the building. Under 200-gal earthquake which similar to MMI scale VI to VIII with the moderate damage that possibly occur in Lampung, the crack detected in all member of the building, either major or minor cracking. This research proposed the method which considerable to use in observing the cracking location, generally.
References
X. Liu, Y. Tang, Z. Lu, H. Huang, X. Tong, and J. Ma, “ESMD-based stability analysis in the progressive collapse of a building model: A case study of a reinforced concrete frame-shear wall model,†Meas. J. Int. Meas. Confed., vol. 120, no. July 2017, pp. 34–42, 2018.
M. Ohsaki, T. Miyamura, M. Kohiyama, T. Yamashita, M. Yamamoto, and N. Nakamura, “Finite-element analysis of laminated rubber bearing of building frame under seismic exitation,†Pacific Conf. Earthq. Eng., no. 056, pp. 1–6, 2007.
H. Yulong, X. Ke, and Y. Xiaojun, “Application of finite element model building and analysis in aerospace shell structure,†J. Phys. Conf. Ser., vol. 1986, no. 1, 2021.
I. W. M. Andreasnata, I. N. Sinarta, N. K. Armaeni, and I. P. E. Sarassantika, “Column structure strengthening with FRP (Fiber Reinforced Polymer) due to story addition,†J. Infrastrcuture Plan. Engfineering, vol. 1, no. 1, pp. 38–45, 2022.
R. Sulaksitaningrum et al., “The optimal damper placement configuration for three-dimensional RC building,†IOP Conf. Ser. Mater. Sci. Eng., vol. 669, no. 1, 2019.
D. Kochkarev, T. Azizov, and T. Galinska, Design of Effective Statically Indeterminate Reinforced Concrete Beams, vol. 73. Springer International Publishing, 2020.
Y. N. Sonawane and S. D. Dubey, “A Review on Behavior of Reinforced Concrete Beam-Column Joint,†pp. 17–26, 2022.
R. Sharma and P. P. Bansal, “Behavior of RC exterior beam column joint retrofitted using UHP-HFRC,†Constr. Build. Mater., vol. 195, pp. 376–389, 2019.
A. A. H. Alwanas, A. A. Al-Musawi, S. Q. Salih, H. Tao, M. Ali, and Z. M. Yaseen, “Load-carrying capacity and mode failure simulation of beam-column joint connection: Application of self-tuning machine learning model,†Eng. Struct., vol. 194, no. November 2018, pp. 220–229, 2019.
A. B. M. Amrul Kaish, M. R. Alam, M. Jamil, and M. A. Wahed, “Ferrocement jacketing for restrengthening of square reinforced concrete column under concentric compressive load,†Procedia Eng., vol. 54, pp. 720–728, 2013.
A. M. Ummati, “Functional Bearing Model (FBM) Analysis Under the Design Spectra of Near Fault Ground Motions,†2012.
K. Satake et al., “Tsunami Source of the 2010 Mentawai, Indonesia Earthquake Inferred from Tsunami Field Survey and Waveform Modeling,†Pure Appl. Geophys., vol. 170, no. 9–10, pp. 1567–1582, 2013.
S. P. Tampubolon, I. P. E. Sarassantika, and I. W. G. Suarjana, “Analisis Kerusakan Struktur Bangunan dan Manajemen Bencana Akibat Gempa Bumi, Tsunami, dan Likuifaksi di Palu,†Bentang J. Teor. dan Terap. Bid. Rekayasa Sipil, vol. 10, no. 2, pp. 169–186, 2022.
A. Mahya Ummati, “Design Spectra Analysis of Chi-Chi Earthquakes 1999 as a Normalized Ground Motions Input of Taichung City,†Int. Res. J. Adv. Eng. Sci., vol. 3, no. 3, pp. 157–163, 2018.
ACI Committee 318, Building Code Requirements for Structural Concrete. 2014.
M. Ahmed, J. Mallick, and M. Abul Hasan, “A study of factors affecting the flexural tensile strength of concrete,†J. King Saud Univ. - Eng. Sci., vol. 28, no. 2, pp. 147–156, 2016.
M. N. Hassoun and A. Al-Manaseer, Structural concrete theory and design. 2008.
A. K. Chopra, Dynamics of structures: Theory and applications to earthquake engineering, 2nd edition, no. 3. Englewood Cliffs, New Jersey: Prentice Hall, 2001.
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