Performance Analysis of a Reinforced Concrete Frame System According to TBEC-2018
Performance Analysis of a Reinforced Concrete Frame System According to TBEC-2018
In Turkey located on active earthquake zone, earthquake resistant building design becomes more important with the rapidly increasing population and urbanization. In the great earthquakes occurred in our country for centuries, many people lost their lives after the earthquake damaged the buildings and this also increase the importance of building an earthquake resistant structure. The performance based seismic design evaluates how the buildings are likely to implement under an earthquake motion and is comprised linear elastic and nonlinear elastic methods in recent seismic codes. In this study, the performance based design of a four-storey and three-span reinforced concrete frame system is performed according to the Turkish Building Earthquake Code (TBEC-2018). The nonlineer static pushover analysis of the reinforced concrete (RC) frame system carried out for DD-2 level earthquake and it has been determined whether it has the performance criteria targeted in the code.
Keywords:
Earthquake Resistant Structures Design, Pushover Analysis Performance Based Design, TBEC-2018,
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- Allahabadi R., 1987, Drain 2DX – Seismic Response and Damage Assessment for 2D Structures, Ph.D. Thesis, University of California at Berkeley, California.
- ATC-40, Applied Technology Council, 1996, Seismic Evaluation and Retrofit of Concrete Buildings, Volume 1-2, Redwood City, California
- Behnam B., 2017., Post-earthquake fire analysis in Urban Structures: Risk management strategies, CRC Press, Taylor& Francis Group, US
- Bracci J.M., Kunnath S.K. and Reinhorn A.M., 1997, Seismic Performance and Retrofit Evaluation of Reinforced Concrete Structures, Journal of Structural Engineering, ASCE, Vol. 123, 3-10.
- Chaudhari D.J. and Dhoot G.O., 2016. Performance Based Seismic Design of Reinforced Concrete Building, Open Journal of Civil Engineering, 2016, 6, 188-194
- Chpopra A.K. and Goel R.K., 2001, A modal pushover analysis procedure to estimate seismic demands for buildings: Theory and preliminary evaluation, Report No PEER 2001/03, Pacific Earthquake Engineering Research Center, University of California, Berkeley, California.
- COLA, City of Los Angeles, 1995, Earthquake Hazard Reduction in Existing Reinforced Concrete Buildings and Concrete Frame Buildings with Masonry Infills, January 31, 1995.
- Çavdar Ö., 2019. Investigation of the earthquake performance of a reinforced concrete shear wall hotel using nonlinear methods, International Journal of Science and Engineering Applications, 8-12, 509-516
- Eberhard M.O. and Sözen M.A., 1993, Behavior-Based Method to Determine Design Shear in Earthquake Resistant Walls, Journal of the Structural Division, American Society of Civil Engineers, New York, Vol. 119, No.2, 619-640.
- Fajfar P. and Fischinger M., 1987, Nonlinear Seismic Analysis of R/C Buildings: Implications of a Case Study, European Earthquake Engineering, 31-43.
- FEMA-356, Federal Emergency Management Agency, 2000, Pre-standard and Commentary for Seismic Rehabilitation of Buildings, Washington DC
- Gupta B., 1999, Enhanced Pushover Procedure and Inelastic Demand Estimation for Performance-Based Seismic Evaluation of Buildings, Ph.D. Dissertation, University of Central Florida, Orlando, FL.
- Kim S. and D’Amore E., 1999. Push-over analysis procedures in earthquake engineering. Earthq. Spectra. ISGL August. 417-434.
- Krawinkler H. and Seneviratna G.D.P.K., 1998, Pros and Cons of a Pushover Analysis of Seismic Performance Evaluation, Engineering Structures, Vol.20, 452- 464
- Inel M. and Ozmen H.B., 2006. Effects of plastic hinge properties in nonlinear analysis of reinforced concrete buildings, Engineering Structures 28, 494–1502
- Moghadam A.S., 2002., A Pushover Procedure for Tall Buildings, 12th European Conference on Earthquake Engineering, Paper Reference 395.
- Mwafy A.M. and Elnashai A.S., 2001, Static Pushover versus Dynamic Analysis of R/C Buildings, Engineering Structures, Vol. 23, 407-424.
- Oğuz S., 2005, Evaluatıon of pushover analysıs procedures for frame structures, Master Thesis, Middle East Technical University, Ankara, Turkey
- Response 2000, Sectional Analysis Program, University of Toronto, Toronto
- SAP2000 V21.1.0, 2019: Structural Analysis Program, Computers and Structures Inc., Berkeley, California
- Sasaki F., Freeman S. and Paret T., 1998, Multi-Mode Pushover Procedure (MMP)- A Method to Identify the Effect of Higher Modes in a Pushover Analysis, Proc. 6th U.S. National Conference on Earthquake Engineering, Seattle, CD-ROM, EERI, Oakland.
- TBEC-2018, (Turkish Building Earthquake Code), Specifications for buildings to be built in seismic areas. Ministry of Public Works and Settlement, Ankara, Turkey
- ISSN: 2687-377X
- Başlangıç: 2019
- Yayıncı: Ali GÜRBÜZ
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