Pushover Analysis of BTN Office Building in Madiun City Indonesia

 
 
 
  • Abstract
  • Keywords
  • References
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  • Abstract


    Bank Tabungan Negara office building located in Madiun city, Indonesia. Construction of that building was finished in 2013. BTN office was designed according to SNI 1726 2002. In Indonesia  there is revision code of SNI 1726 2002 by SNI 1726 2012. Since 2012 planning of building in Indonesia must be designed according to SNI 1726 2012. This research reanalyses this building to know performance level of the building. Pushover analysis use software analysis of structure ETABS version 9.00. Concrete strength used fc 25 MPa, bending reinforcement yield stress fy 400 MPa and shear reinforcement yield stress 240 MPa. Analysis result indicates that performance level of BTN office building is said Life Safety to Collapse Prevention (LS-CP). At the performance point get value of base shear is 1089 KN, and the maximum roof displacement is 127 mm.

     


  • Keywords


    Pushover analysis; Reinforced concrete; Life safety; Collapse prevention

  • References


      [1] Rosyid Kholilur Rohman, “Studi Perbandingan Analisis Gaya Gempa Terhadap Struktur Gedung di Kota Madiun Berdasar SNI 1726 2002 dan RSNI 201X”, Agritek Journal, 2014. 15(1) : p. 46-56

      [2] M. Ajmal, et al. “Non-linear Static Pushover Analysis of a Shear Wall Building in Madinah”, International Workshop Role Of Research Infrastructures In Seismic Rehabilitation, Istanbul, 2012.

      [3] S. Jingjiang, T. Ono, Z. Yangang, and W. Wei, “Lateral load pattern in pushover analysis”, Earthquake Engineering And Engineering Vibration, 2003. 2(1), p. 99-107.

      [4] ATC-40, Seismic Evaluation And Retrofit Of The Concrete Building, Volume1, Applied Technology Council: Redwood City, CA, 1996

      [5] FEMA-273,“NEHRP Guidelines for the Seismic Rehabilitation of Buildings”, Federal Emergency Management Agency, 1997.

      [6] Mrugesh D. Shah, and Sumant B Patel, “Nonlinear Static Analysis Of R.C.C. Frames (Software Implementation ETABS 9.7)”, National Conference on Recent Trends in Engineering & Technology, Gujarat, India, 2011.

      [7] FEMA-356,“Pre-standard and Commentary For The Seismic Rehabilitation of Buildings”, ASCE, Reston, Virginia, 2000

      [8] Seyed Hamed Hosseini, Suhaimi Abu Bakar, Kamyar Bagherinejad, and Emad Hosseinpour, “Pushover Analysis Of Reinforced Concrete Building With Vertical Shear Link Steel Braces”, Malaysian Journal of Civil Engineering, 2015. 27(2): p. 169-179

      [9] SNI 1726 2012, Procedures for planning Earthquake Resistance for Building And non-building structures, Indonesian National Standardization Agency, Jakarta, 2012

      [10] SNI 1726 2002, Seismic Resistance Design Standart for Building Structures, Indonesian National Standardization Agency, Jakarta, 2002

      [11] ETABS User’s Manual, “Integrated Building Design Software”, Computer and Structure Inc. Berkeley, USA, 2000


 

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Article ID: 25727
 
DOI: 10.14419/ijet.v7i3.7.25727




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