Details of large-panel buildings seismic analysis

Authors

  • Sergei Emelyanov Southwest State University
  • Yurij Nemchinov State Research Institute of Building Constructions
  • Vladimir Kolchunov Southwest State University
  • Igor Yakovenko National Aviation University

DOI:

https://doi.org/10.29019/enfoqueute.v7n2.100

Keywords:

earthquakes, buildings, earthquake resistance, non-linear response spectra

Abstract

The normative requirements of different European countries, USA, CIS, Canada, etc. codes on ensuring of buildings and structures safety at earthquakes are analyzed. The methodology based on non-elastic response spectrum of buildings and allows taking into account non-linear behaviour of structure are proposed in elaboration of Eurocode 8 requirements. The report provides the calculation examples of non-linear displacements of framed and frameless concrete buildings with application of that methodology.

Downloads

Download data is not yet available.

Author Biography

Igor Yakovenko, National Aviation University

National Aviation University

References

A framework for performance-based design. (1995). Vision 2000. SEAOC [1995]. Vol. I-III. Sacramento. Structural Engineers Association of California.
Aizenberg Ya. M. (1981). The systems state spectra with degrading stiffness and their use to assess the buildings seismic response. Express-information VNIIIS. Series 14. Earthquake resistant construction, 6, 24–29.
Ashkinadze, G. N. & Sokolova M.Ye. (Eds.). (1988). The reinforced concrete walls of earthquake resistant buildings: Researches and fundamentals of design: USSR–Greece. Мoskow: Stroyizdat.
Babik, K. N. (2008). Assessment of buildings, facilities and structures seismic safety using theory of risk. Extended abstract of candidate’s thesis. Kiev, Ukraine.
Chopra, A. K. (2005). Earthquake dynamics of structures. Second Edition. Berkeley: University of California.
Construction in seismic regions of Ukraine. (2006). DBN В.1.1–12:2006 from 2d of January 2007. Kiev: State building codes.
Eurocode 8: Design of Structures for Earthquake Resistance. (2004). Part 1: General Rules, Seismic Actions and Rules for Buildings. EN 1998-1, CEN, Brussels. Comité Européen de Normalisation.
Freeman, S. A. (1978). Prediction of Response of Concrete Buildings to Severe Earthquake Motion. Douglas McHenry International Symposium on Concrete Structures, SP-55. American Concrete Institute, Detroit, Michigan, 589–605.
Itskov, I. Ye. & Khegay, V. D. (1984). The vibration testing of 5-storey block building. Express-information: Seismic resistant construction, 11–14.
NEHRP Commentary on the Guidelines for the Seismic Rehabilitation of Buildings. (1997a). FEMA 274. Washington, D.C. Federal Emergency Management Agency.
NEHRP Guidelines for the Seismic Rehabilitation of Buildings (1997b). FEMA 273. Washington, D.C. Federal Emergency Management Agency.
Nemchynov, Yu, Khavkin, A., Maryenkov, N., Babik, K. (2012). Design procedure of seismic structures with assigned category of plasticity taking into account the requirements of european standards (EN 1998-1). Proceedings of 15 World Conference on Earthquake Engineering. Lisboa, Portugal, paper №2189.
Nemchynov, Yu. I., Khavkin, A. K., Maryenkov, N. G., Babik, K. N. & Gonchar, V. V. (2011) To justify the methodology of reinforced concrete buildings calculation at seismic loading on the basis of inelastic response spectra. Building structures : Construction in seismic regions of Ukraine, 74, 571–585.
Nemchynov, Yu. I., Khavkin, A. K., Maryenkov, N. G., Zolotarev, I. G., Kukunaev, V. S., Dorofeyev, V.S. & Egupov, K. V. (2010) Conditions and tasks to insure the seismic safety and further development of earthquake resistant construction in Ukraine. Building structures : Construction in seismic regions of Ukraine, 73, 8-34.
Nemchynov, Yu.I. (2008). Earthquake resistance of buildings and facilities. Kiev, Ukraine: IC Gydimenko S.V.
Newmark, N. M. & Hall, W.J. (1982). Earthquake spectra and design, Earthquake Engineering Research Center. Institute Berkeley, California.
Peter, K. & Badoux, M. (2000) Application of the Capacity Spectrum Method to R.C. Buildings with Bearing Walls. Proceedings of 12 World Conference on Earthquake Engineering, Auckland, New Zealand: paper №0609.
Prestandard and commentary for the seismic rehabilitation of buildings. American Society of Civil Engineers (ASCE) (2000). FEMA 356, Washington, D.C. Federal Emergency Management Agency.
Protection against dangerous geological processes, dangerous operation influence and fire. Scale of seismic intensity. (2011). DSTU-Н Б В.1.1-28:2010 from 23d of December 2010. Kiev: State building codes: National standard of Ukraine.
Seismic Building Design Code. (2011). SP 14.13330.2011 from 5th of May 2011. Moskow: Set of rules.
Seismic Evaluation and Retrofit of Concrete Buildings (1996). ATC-40. Volume 1 and 2. Applied Technology Council. Report No. SSC 96-01. Seismic Safety Commission, Redwood City, CA.
Structural Engineering Design Provisions. (1997). UBC–1997. Volume 2. International Conference of Building Officials. California: Uniform Building Code.
Uzdin, A. M. & Sandovich, T. A. (1993). The fundamentals of the theory on earthquake resistance and earthquake resistant construction of buildings and facilities. Saint-Petersburg, Russia: Vedeneyev VNIIG.
Zolotkov, A.S. (2000). The monolithic buildings earthquake resistance. Kishineu, Republica Moldova: Kartya Moldovey.

Downloads

Published

2016-06-30

How to Cite

Emelyanov, S., Nemchinov, Y., Kolchunov, V., & Yakovenko, I. (2016). Details of large-panel buildings seismic analysis. Enfoque UTE, 7(2), pp. 120 – 134. https://doi.org/10.29019/enfoqueute.v7n2.100

Issue

Vol. 7 No. 2 (2016)

Section

Miscellaneous

License

The articles and research published by the UTE University are carried out under the Open Access regime in electronic format.  This means that all content is freely available without charge to the user or his/her institution. Users are allowed to read, download, copy, distribute, print, search, or link to the full texts of the articles, or use them for any other lawful purpose, without asking prior permission from the publisher or the author. This is in accordance with the BOAI definition of open access. By submitting an article to any of the scientific journals of the UTE University, the author or authors accept these conditions.

The UTE applies the Creative Commons Attribution (CC-BY) license to articles in its scientific journals. Under this open access license, as an author you agree that anyone may reuse your article in whole or in part for any purpose, free of charge, including commercial purposes. Anyone can copy, distribute or reuse the content as long as the author and original source are correctly cited. This facilitates freedom of reuse and also ensures that content can be extracted without barriers for research needs.

 

This work is licensed under a Creative Commons Attribution 3.0 International (CC BY 3.0).

 

The Enfoque UTE journal guarantees and declares that authors always retain all copyrights and full publishing rights without restrictions [© The Author(s)]. Acknowledgment (BY): Any exploitation of the work is allowed, including a commercial purpose, as well as the creation of derivative works, the distribution of which is also allowed without any restriction.