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2017 | OriginalPaper | Buchkapitel

7. Record Selection for Performing Site Specific Response Analysis

verfasst von : Junbo Jia

Erschienen in: Modern Earthquake Engineering

Verlag: Springer Berlin Heidelberg

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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.

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Literatur
1.
Zurück zum Zitat Jia J (2016) Soil dynamics and foundation modeling: offshore and earthquake engineering. Springer, Heidelberg Jia J (2016) Soil dynamics and foundation modeling: offshore and earthquake engineering. Springer, Heidelberg
2.
Zurück zum Zitat Pacific Earthquake Engineering Research Center (PEER) (2010) Guidelines for Performance-Based Seismic Design of Tall Buildings, Version 1.0, California, Nov 2010 Pacific Earthquake Engineering Research Center (PEER) (2010) Guidelines for Performance-Based Seismic Design of Tall Buildings, Version 1.0, California, Nov 2010
3.
Zurück zum Zitat 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 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
4.
Zurück zum Zitat Willford M, Whittaker A, Klemencic R (2008) Recommendations for the seismic design of high-rise buildings. Council on Tall Buildings and Urban Habitat Willford M, Whittaker A, Klemencic R (2008) Recommendations for the seismic design of high-rise buildings. Council on Tall Buildings and Urban Habitat
5.
Zurück zum Zitat ASCE 7-05 (2005) Minimum design loads for buildings and other structures. American Society of Civil Engineers ASCE 7-05 (2005) Minimum design loads for buildings and other structures. American Society of Civil Engineers
6.
Zurück zum Zitat Amiri GC, Ashtrai P, Rahami H (2006) New development of artificial record generation by wavelet theory. Struct Eng Mech 22:185–195CrossRef Amiri GC, Ashtrai P, Rahami H (2006) New development of artificial record generation by wavelet theory. Struct Eng Mech 22:185–195CrossRef
7.
Zurück zum Zitat 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 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
8.
Zurück zum Zitat Abrahamson NA (1992) Non-stationary spectral matching. Seismol Res Lett 63(1):30 Abrahamson NA (1992) Non-stationary spectral matching. Seismol Res Lett 63(1):30
9.
Zurück zum Zitat 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 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
10.
Zurück zum Zitat Seifried AE (2013) Response compatibilization and impact on structural response assessment, PhD thesis, Stanford University Seifried AE (2013) Response compatibilization and impact on structural response assessment, PhD thesis, Stanford University
13.
Zurück zum Zitat Shome N, Cornell CA, Bazzurro P, Carballo JE (1998) Earthquakes, records and nonlinear responses. Earthq Spectra 14(3):469–500CrossRef Shome N, Cornell CA, Bazzurro P, Carballo JE (1998) Earthquakes, records and nonlinear responses. Earthq Spectra 14(3):469–500CrossRef
14.
Zurück zum Zitat Hancock J, Bommer JJ, Stafford PJ (2008) Numbers of scaled and matched accelerograms required for inelastic dynamic analyses. Earthq Eng Struct Dynam 37(14):1585–1607CrossRef Hancock J, Bommer JJ, Stafford PJ (2008) Numbers of scaled and matched accelerograms required for inelastic dynamic analyses. Earthq Eng Struct Dynam 37(14):1585–1607CrossRef
15.
Zurück zum Zitat Shome N, Cornell CA, Bazzuro P, Carballo JE (1998) Earthquakes, records, and nonlinear responses. Earthq Spectra 14:469–500CrossRef Shome N, Cornell CA, Bazzuro P, Carballo JE (1998) Earthquakes, records, and nonlinear responses. Earthq Spectra 14:469–500CrossRef
16.
Zurück zum Zitat Bazzuro P, Luco N (2006) Do scaled and spectrum-matched near-source records produce biased nonlinear structural responses? In: Conference, National Engineering, Earthquake Engineering Bazzuro P, Luco N (2006) Do scaled and spectrum-matched near-source records produce biased nonlinear structural responses? In: Conference, National Engineering, Earthquake Engineering
17.
Zurück zum Zitat Luco N, Bazzurro P (2007) Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses? Earthq Eng Struct Dyn 36:1813–1835CrossRef Luco N, Bazzurro P (2007) Does amplitude scaling of ground motion records result in biased nonlinear structural drift responses? Earthq Eng Struct Dyn 36:1813–1835CrossRef
18.
Zurück zum Zitat 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 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
19.
Zurück zum Zitat 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, DordrechtMATH 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, DordrechtMATH
20.
Zurück zum Zitat 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 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
21.
Zurück zum Zitat 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 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
22.
Zurück zum Zitat 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):2776–2792CrossRef 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):2776–2792CrossRef
23.
Zurück zum Zitat Heo Y, Kunnath S, Abrahamson N (2011) Amplitude-scaled versus spectrum-matched ground motions for seismic performance assessment. J Struct Eng 137(3):278–288CrossRef Heo Y, Kunnath S, Abrahamson N (2011) Amplitude-scaled versus spectrum-matched ground motions for seismic performance assessment. J Struct Eng 137(3):278–288CrossRef
24.
Zurück zum Zitat Grant DN, Diaferia R (2013) Assessing adequacy of spectrum-matched ground motions for response history analysis. Earthq Eng Struct Dyn 42(9):1265–1280CrossRef Grant DN, Diaferia R (2013) Assessing adequacy of spectrum-matched ground motions for response history analysis. Earthq Eng Struct Dyn 42(9):1265–1280CrossRef
25.
Zurück zum Zitat Moehle JP (2008) Peformance-based seismic design of tall buildings in the US. In: 14th world conference on earthquake engineering, Beijing Moehle JP (2008) Peformance-based seismic design of tall buildings in the US. In: 14th world conference on earthquake engineering, Beijing
26.
Zurück zum Zitat Baker JW, Cornell CA (2005) A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon. Earthq Eng Struct Dyn 34(10):1193–1217CrossRef Baker JW, Cornell CA (2005) A vector-valued ground motion intensity measure consisting of spectral acceleration and epsilon. Earthq Eng Struct Dyn 34(10):1193–1217CrossRef
27.
Zurück zum Zitat China Net for Engineering Construction Standardization (2010) Code for seismic design of buildings, GB 50011-2010. China Building Industry Press, Beijing China Net for Engineering Construction Standardization (2010) Code for seismic design of buildings, GB 50011-2010. China Building Industry Press, Beijing
28.
Zurück zum Zitat Bommer JJ, Acevedo AB (2004) The use of real earthquake accelerograms as input to dynamic analysis. J Earthq Eng 8:43–91 Bommer JJ, Acevedo AB (2004) The use of real earthquake accelerograms as input to dynamic analysis. J Earthq Eng 8:43–91
29.
Zurück zum Zitat Eurocode 8 (2004) Design of structures for earthquake resistance—part 1: general rules, seismic actions and rules for buildings Eurocode 8 (2004) Design of structures for earthquake resistance—part 1: general rules, seismic actions and rules for buildings
30.
Zurück zum Zitat NORSOK standard N-003 (2004) Actions and action effects, rev. 2, Oct 2004 NORSOK standard N-003 (2004) Actions and action effects, rev. 2, Oct 2004
31.
Zurück zum Zitat ISO19901–2 (2004) Petroleum and natural gas industries—specific requirements for offshore structures—part 2: seismic design procedures and criteria, 2004 ISO19901–2 (2004) Petroleum and natural gas industries—specific requirements for offshore structures—part 2: seismic design procedures and criteria, 2004
32.
Zurück zum Zitat EM 1110-2-6050 (1999) Engineering and design—response spectra and seismic analysis for concrete hydraulic structures, US Army Corps of Engineers EM 1110-2-6050 (1999) Engineering and design—response spectra and seismic analysis for concrete hydraulic structures, US Army Corps of Engineers
Metadaten
Titel
Record Selection for Performing Site Specific Response Analysis
verfasst von
Junbo Jia
Copyright-Jahr
2017
Verlag
Springer Berlin Heidelberg
DOI
https://doi.org/10.1007/978-3-642-31854-2_7