Skip to main content
Log in

Effects of the use of the surface spectrum of a specific region on seismic performances of R/C structures

  • Original Paper
  • Published:
Natural Hazards Aims and scope Submit manuscript

Abstract

The present study pertains to the estimation of the significance of the use of the local acceleration spectrum of a region rather than the design spectra based on the linear time-history analyses of real structures in the region. The study was realized in three stages: (1) development of the target spectrum of the bedrock level accounting for the possible devastative earthquake, the distance of the region to the main fault and the earthquake magnitude; (2) establishment of the surface (local) spectrum of the region based on the bedrock spectrum and soil profile; and (3) the linear time-history analyses of the existing R/C building structures from the studied region using earthquake records that were produced by spectral matching according to the site-depended local spectrum and the design spectra of the seismic code. For this objective, the city of Kirikkale, located in mid-Anatolia, was adopted as the study region owing to the high seismic risk of the region and the presence of abundant poorly designed and poorly or non-engineered structures. The analyses indicated that the use of the local spectrum instead of the code design spectra is rather crucial in R/C structures with irregular story plans. In addition, structures with high eccentricity were obtained to be rather affected from earthquake motions compared to those with regular story plan. The use of the code design spectra provides closer and more conservative base shear, base overturning moment and lateral displacement estimates in R/C structures with regular story plans.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1

(Reproduced with permission from DEMA 2016)

Fig. 2

(Reproduced with permission from Koçyiğit 2008)

Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19
Fig. 20

Similar content being viewed by others

References

  • Abrahamson NA (1992) Non-stationary spectral matching. Seismol Res Lett 63:30

    Google Scholar 

  • Abrahamson NA, Silva WJ, Kamai R (2013) Update of the AS08 ground-motion prediction equations based on the NGAWest2 data set. Pacific Earthquake Engineering Research Center (PEER), University of California, Berkeley

    Google Scholar 

  • Ali A, Hayah NA, Kim D, Cho SG (2014) Probabilistic seismic assessment of base-isolated NPPS subjected to strong ground motions of Tohoku earthquake Nuclear. Eng Technol 46:699–706

    Google Scholar 

  • Ansal A, Tönük G (2007) Source and site factors in microzonation. In: Pitilakis KD (ed) Earthquake geotechnical engineering: 4th international conference on earthquake geotechnical engineering-invited lectures. Springer, Dordrecht, pp 73–92

    Chapter  Google Scholar 

  • Atik LA, Abrahamson N (2010) An improved method for nonstationary spectral matching. Earthq Spectra 26:601–617

    Article  Google Scholar 

  • Bas S, Apaydin NM, Celep Z (2016) Earthquake performance of the two approach viaducts of the bosphorus suspension bridge. Earthq Struct 11:387–406

    Article  Google Scholar 

  • Bommer JJ, Acevedo AB (2004) The use of real earthquake accelerograms as input to dynamic analysis. J Earthq Eng 8:43–91

    Google Scholar 

  • Boore DM, Stewart JP, Emel S, Atkinson GM (2013) NGA-West2 equations for predicting response spectral accelerations for shallow crustal earthquakes. Pacific Earthquake Engineering Research Center (PEER), University of California, Berkeley, Berkeley

    Google Scholar 

  • Campbell KW, Bozorgnia Y (2013) NGA-West2 Campbell-Bozorgnia ground motion model for the horizontal components of PGA, PGV, and 5%-damped elastic pseudo-acceleration response spectra for periods ranging from 0.01 to 10 s. Pacific Earthquake Engineering Research Center (PEER), University of California, Berkeley, Berkeley

    Google Scholar 

  • Cardona OD et al (2014) Global risk model: a fully probabilistic seismic and tropical cyclone wind risk assessment. Paper presented at the international research on disaster risk (IRDR) conference 2014, Beijing, China, 7–9 June 2014

  • Cornell CA (1968) Engineering seismic risk analysis. Bull Seismol Soc Am 58:1583–1606

    Google Scholar 

  • Darandeli MB (2001) Development of a new family of normalized modulus reduction and material damping curves. PhD dissertation, University of Texas at Austin, Texas, US

  • Deniz A (2006) Estimation of earthquake insurance premium rates for Turkey. Middle East Technical University, Ankara

    Google Scholar 

  • Deniz A, Yucemen MS (2010) Magnitude conversion problem for the Turkish earthquake data. Nat Hazards 55:333–352

    Article  Google Scholar 

  • EC8 EN 1998-1 (2004) Eurocode 8: design of structures for earthquake resistance—part 1: general rules, seismic actions and rules for buildings. European Committee for Standardization (CEN), Brussels

    Google Scholar 

  • Fahjan YM (2008) Selection and scaling of real earthquake accelerograms to fit the Turkish design spectra. Tech J Turk Chamb Civ Eng 19:4423–4444

    Google Scholar 

  • FEMA-450 (2004) NEHRP recommended provisions for seismic provisions for new buildings and other structures (FEMA 450). Part 1: provisions. National Institute of Building Sciences (NIBS), Building Seismic Safety Council, Washington

    Google Scholar 

  • GeoMotions-LLC (2017) SHAKE2000-A computer program for equivalent-linear site-response analysis, LLC. Lacey, Washington, United States of America

    Google Scholar 

  • Ghosh B, Bhattacharya S (2008) Selection of appropriate input motion for foundation design in seismic areas. Paper presented at the 14th world conference on earthquake engineering, Beijing, China, 12–17 October 2008

  • Gutenberg B, Richter CF (1956) Earthquake magnitude, intensity, energy, and acceleration: (second paper). Bull Seismol Soc Am 46:105–145

    Google Scholar 

  • Hancock J, Bommer JJ (2007) Using spectral matched records to explore the influence of strong-motion duration on inelastic structural response. Soil Dyn Earthq Eng 27:291–299

    Article  Google Scholar 

  • Hancock J, Watson-Lamprey J, Abrahamson NA, Bommer JJ, Markatis A, McCoyh E, Mendis R (2006) An improved method of matching response spectra of recorded earthquake ground motion using wavelets. J Earthq Eng 10(1):67–89

    Google Scholar 

  • Hancock J, Bommer JJ, Stafford PJ (2008) Numbers of scaled and matched accelerograms required for inelastic dynamic analyses. Earthq Eng Struct Dyn 37:1585–1607. https://doi.org/10.1002/eqe.827

    Article  Google Scholar 

  • Iyisan R (1996) Zeminlerde kayma dalgasi hizi ile penetrasyon deney sonuclari arasindaki bagintilar. Teknik Dergi-TMMOB Insaat Muhendisleri Odasi 7:1187–1200

    Google Scholar 

  • Kalkan E, Gulkan P, Yilmaz N, Celebi M (2009) Reassessment of probabilistic seismic hazard in the Marmara region. Bull Seismol Soc Am 99:2127–2146

    Article  Google Scholar 

  • Koçyiğit A (2008) Seismicity of Ankara and source of the 2005–2007 Afşar (Bala-Ankara) earthquakes. MTA Nat Resour Econ Bull 141:1–12

    Google Scholar 

  • Kramer SL (2009) Geotechnical earthquake engineering. Prentice Hall, Upper Saddle River

    Google Scholar 

  • McGuire RK (1976) FORTRAN computer program for seismic risk analysis. U.S. Geological Survey

  • Menon A, Lai CG, Macchi G (2004) Seismic hazard assessment of the historical site of jam in Afghanistan and stability analysis of the minaret. J Earthq Eng 8:251–294

    Google Scholar 

  • Ordaz MG, Cardona O-D, Salgado-Gálvez MA, Bernal-Granados GA, Singh SK, Zuloaga-Romero D (2014) Probabilistic seismic hazard assessment at global level. Int J Disaster Risk Reduct 10(Part B):419–427

    Article  Google Scholar 

  • Republic of Turkey Prime Ministry of Disaster and Emergency Management Authority Database (2016) Prime Ministry of Disaster and Emergency Management Authority. http://www.deprem.gov.tr/UserFiles/CKUpload/Upload/201591010760.jpg. Accessed 18 Mar 2017

  • SAP2000 (2016) Integrated software for structural analysis and design. Computers and Structures Inc., Walnut Creek

    Google Scholar 

  • SeismoMatch (2017) Adjusting earthquake accelerograms software. Seismosoft, Pavia

    Google Scholar 

  • Sitharam TG, Anbazhagan P (2007) Seismic hazard analysis for the Bangalore Region. Nat Hazards 40:261–278

    Article  Google Scholar 

  • Sokolov V, Bonjer K-P, Wenzel F (2004) Accounting for site effect in probabilistic assessment of seismic hazard for Romania and Bucharest: a case of deep seismicity in Vrancea zone. Soil Dyn Earthq Eng 24:929–947

    Article  Google Scholar 

  • Sonmezer YB, Akbas SO, Isık NS (2015) Assessment of the peak acceleration, amplification ratio and fundamental period properties for the Kirikkale province settlement area. J Fac Eng Archit Gazi Univ 30:711–721

    Google Scholar 

  • TSC (2007) The Turkish seismic code (TSC)—specification for buildings to be built in seismic zones. Ministry of Public Works and Settlement Government of Republic of Turkey, Ankara

    Google Scholar 

  • Wang JP, Chang S-C (2015) Evidence in support of seismic hazard following Poisson distribution. Physica A 424:207–216

    Article  Google Scholar 

Download references

Acknowledgements

The present paper is a condensation of the doctoral dissertation completed by Dr. Yetis Bulent Sonmezer under the supervision of Dr. Sami Oguzhan Akbas. The financial support provided by the Scientific Research Projects Unit of Kirikkale University, Turkey, with the research Project No. 2014/054 is gratefully acknowledged.

Author information

Authors and Affiliations

Authors

Corresponding author

Correspondence to Selcuk Bas.

Rights and permissions

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Sonmezer, Y.B., Kalkan, I., Bas, S. et al. Effects of the use of the surface spectrum of a specific region on seismic performances of R/C structures. Nat Hazards 93, 1203–1229 (2018). https://doi.org/10.1007/s11069-018-3347-3

Download citation

  • Received:

  • Accepted:

  • Published:

  • Issue Date:

  • DOI: https://doi.org/10.1007/s11069-018-3347-3

Keywords

Navigation