Abstract
Compared to the coded based simplified method (Sect. 6.2), site specific response analysis (Sect. 4.3) is a more refined method to determine ground motions. As presented in Sect. 3.2.1, even though the P-waves arrive first and cause the vertical shaking of the ground, it is normally the shear waves that cause strong horizontal ground motions and possible subsequent structural damage .
This is a preview of subscription content, log in via an institution to check access.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Jia J (2016) Soil dynamics and foundation modeling: offshore and earthquake engineering. Springer, Heidelberg
Pacific Earthquake Engineering Research Center (PEER) (2010) Guidelines for Performance-Based Seismic Design of Tall Buildings, Version 1.0, California, Nov 2010
Baker JW, Shahi SK, Jayaram N (2011) New ground motion selection procedures and selected motions for the PEER Transportation Research Program, Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, PEER Report 2011/03
Willford M, Whittaker A, Klemencic R (2008) Recommendations for the seismic design of high-rise buildings. Council on Tall Buildings and Urban Habitat
ASCE 7-05 (2005) Minimum design loads for buildings and other structures. American Society of Civil Engineers
Amiri GC, Ashtrai P, Rahami H (2006) New development of artificial record generation by wavelet theory. Struct Eng Mech 22:185–195
Amiri GC, Asadi A (2008) New method for simulation of earthquake records by using adapted wavelet. In: The 14th world conference on earthquake engineering, Beijing
Abrahamson NA (1992) Non-stationary spectral matching. Seismol Res Lett 63(1):30
Hancock J, Watson-Lamprey J, Abrahamson NA, Bommer JJ, Markatis A, McCoy E, Mendis R (2006) An improved method of matching response spectra of recorded earthquake ground motion using wavelets. J Earthq Eng 10:67–89
Seifried AE (2013) Response compatibilization and impact on structural response assessment, PhD thesis, Stanford University
Shome N, Cornell CA, Bazzurro P, Carballo JE (1998) Earthquakes, records and nonlinear responses. Earthq Spectra 14(3):469–500
Hancock J, Bommer JJ, Stafford PJ (2008) Numbers of scaled and matched accelerograms required for inelastic dynamic analyses. Earthq Eng Struct Dynam 37(14):1585–1607
Shome N, Cornell CA, Bazzuro P, Carballo JE (1998) Earthquakes, records, and nonlinear responses. Earthq Spectra 14:469–500
Bazzuro P, Luco N (2006) Do scaled and spectrum-matched near-source records produce biased nonlinear structural responses? In: Conference, National Engineering, Earthquake Engineering
Luco N, Bazzurro P (2007) Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses? Earthq Eng Struct Dyn 36:1813–1835
Han SW, Wen YK (1994) Method of reliability-based calibration of seismic structural parameters. University of Illinois and Urbana-Champaign. UIUC-ENG-94 2016, Structural Research Series No. 595, Champaign, IL, 170pp
Papadrakakis M, Lagaros ND, Fragiadakis M (2006) Seismic design procedures in the framework of envolutionary based structural optimization, computational mechanics: solids, structures and coupled problems. Springer, Dordrecht
Carballo JE, Cornell CA (2000) Probabilistic seismic demand analysis: spectrum matching and design, Report No. RMS-41, Department of Civil and Environmental Engineering, Reliability of Marine Structures Program, Stanford University, Stanford
Watson-Lamprey J, Abrahamson N (2006) Bias caused by use of spectrum compatible motions. In: Eighth US national conference on earthquake engineering, San Francisco, CA
Iervolino I, De Luca F, Cosenza E (2010) Spectral shape-based assessment of SDOF nonlinear response to real, adjusted and artificial accelerograms. Eng Struct 32(9):2776–2792
Heo Y, Kunnath S, Abrahamson N (2011) Amplitude-scaled versus spectrum-matched ground motions for seismic performance assessment. J Struct Eng 137(3):278–288
Grant DN, Diaferia R (2013) Assessing adequacy of spectrum-matched ground motions for response history analysis. Earthq Eng Struct Dyn 42(9):1265–1280
Moehle JP (2008) Peformance-based seismic design of tall buildings in the US. In: 14th world conference on earthquake engineering, Beijing
Baker JW, Cornell CA (2005) A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon. Earthq Eng Struct Dyn 34(10):1193–1217
China Net for Engineering Construction Standardization (2010) Code for seismic design of buildings, GB 50011-2010. China Building Industry Press, Beijing
Bommer JJ, Acevedo AB (2004) The use of real earthquake accelerograms as input to dynamic analysis. J Earthq Eng 8:43–91
Eurocode 8 (2004) Design of structures for earthquake resistance—part 1: general rules, seismic actions and rules for buildings
NORSOK standard N-003 (2004) Actions and action effects, rev. 2, Oct 2004
ISO19901–2 (2004) Petroleum and natural gas industries—specific requirements for offshore structures—part 2: seismic design procedures and criteria, 2004
EM 1110-2-6050 (1999) Engineering and design—response spectra and seismic analysis for concrete hydraulic structures, US Army Corps of Engineers
Author information
Authors and Affiliations
Corresponding author
Rights and permissions
Copyright information
© 2017 Springer-Verlag GmbH Germany
About this chapter
Cite this chapter
Jia, J. (2017). Record Selection for Performing Site Specific Response Analysis. In: Modern Earthquake Engineering . Springer, Berlin, Heidelberg. https://doi.org/10.1007/978-3-642-31854-2_7
Download citation
DOI: https://doi.org/10.1007/978-3-642-31854-2_7
Published:
Publisher Name: Springer, Berlin, Heidelberg
Print ISBN: 978-3-642-31853-5
Online ISBN: 978-3-642-31854-2
eBook Packages: EngineeringEngineering (R0)