The Effect of Earthquake Vibration on the Deformation of the Steel Structure of a Special Moment Frame System

Abstract:

Earthquakes cause deformations in structural elements which then lead to interstory drift and probability of collapse in building structures. Incremental Dynamic Analysis (IDA) will obtain a graph containing the Response Spectral Acceleration (RSA) value for the maximum interstory drift ratio, which will then be used to calculate the probability of collapse using the Fragility Curve. The structure is planned to be located in Biak city on hard soil conditions with a 16-story two-dimensional SRPMK building model. Various ground motions scaled to the design response spectrum of Biak city with 2 different methods were used. Based on the analysis conducted, the average interstory drift value for RSA scaling (T1) is 0.33 meters and RSA scaling (T1 = 0) is 0.2 meters, both of which occur on the first floor of the building structure. The largest RSA value obtained through IDA for the RSA scaling (T1) was 1.63 g and the RSA scaling (T1 = 0) was 1.89 g. Through the Fragility Curve, the probability of structural collapse at an RSA value of 1.63 g is 0.99 and at an RSA value of 1.89 g is 0.75.

• Periodical: Construction Technologies and Architecture (Volume 11)
• Pages: 27-38
• DOI: https://doi.org/10.4028/p-Qc2Xe2
• Online since: February 2024
• Authors: Bambang Hadibroto*, Edo Barlian, Kemala Jeumpa, Sarwa Sarwa, Muhammad Yafizham Irsya
• Keywords: Collapse Probability, Earthquake, Incremental Dynamic Analysis, Interstory Drift

References

[1] National Standardization Agency. "Earthquake Resistance Planning Procedures for Building and Non- Building Structures SNI 1726-2019", Jakarta. (2019).

DOI: 10.24940/ijird/2021/v10/i5/may21020

[2] Baker, Jack W. "Efficient Analytical Fragility Function Fitting Using Dynamic Structural Analysis". Earthquake Spectra, 31(1): (2015) 579-599.

DOI: 10.1193/021113eqs025m

[3] Faisal, Ade, and Darsono, Afif Prasetio. "Nonlinear Behavior of Steel Building Structures with L, T and U Plan Forms Due to Earthquake". Civil Engineering Journal, 1(1): (2019) 63-73.

[4] Harris III, John L., Matthew S Speicher. "NIST Technical Note 1863-1 Assessment of First-Generation Performance-Based Seismic Design Methods for New Steel Buildings Volume 1: Special Moment Frames". U.S. Department of Commerce: National Institute of Standards and Technology. (2015)

DOI: 10.6028/nist.tn.1863-1

[5] Haryanto, Yanuar, et al. "Performance of Five-Storey Building Structure Model on Hard Soil Condition in Banyumas Region Due to Earthquake Load of SNI 03- 1726- 2002 and SNI 03-1726-2012". Engineering Dynamics, 11(2): (2015) 80-84.

DOI: 10.31227/osf.io/dwtkg

[6] HAZUS-MH MR4 Technical Manual. "Multi-hazard Loss Estimation Methodology: Earthquake Model". Washington, D.C.: Federal Emergency Management Agency. (2003)

[7] Karisoh, Patrisko Hirel, Servie O. Dapas, and Ronny Pandaleke.. "Planning of Reinforced Concrete Building Structure with Special Moment Bearing Frame System". Journal of Civil Statics, 6(6): (2018) 361-372.

[8] Marwanta, Bambang. "Tsunami in Indonesia and its Mitigation Efforts". Alami, 10(2): (2005) 29-36.

[9] Siswanto, Fauzie. Steel structure III, Fakultas Teknik Universitas Gadjah Mada Yogyakarta (1999)

[10] Sitohang, Daniel TRT. "Comparative Study of the Response of Buildings with Moment-Practicing Frame System and Buildings Using Concentric Braced Frame System and Buildings Using Metalic Yielding Damper Due to Earthquake Load". Thesis, Civil Engineering, University of North Sumatra, Medan. (2011)

[11] Suharjanto. Earthquake Engineering. Yogyakarta: Kepel Press Publisher. (2013)

[12] Sukmawaty, Dewi. "Deformation Analysis of Soft Soil against Geogrid Reinforcement Using Finite Element Method". Siimo Engineering, 2(1): (2018) 1-8.

[13] Zulfiar, M Heri, et al. "Identification of Dominant Factors Causing Building Vulnerability in Earthquake Prone Areas, West Sumatra Province". Scientific Journal of Semesta Teknika, 17(2): (2014) 116-125.