Abstract
This paper investigates the relationship between 23 earthquake intensity measures (IMs) and seismic responses of skewed bridges and then identifies the best IMs of damage of the bridge. A total of 290 ground motion records classified into low- and high-frequency content groups are employed for numerical analyses. A series of nonlinear time-history analyses for the skewed bridges is performed to observe its seismic responses. Seismic responses of the bridges are measured in terms of the drift ratio and shear forces of bridge piers. A series of Pearson’s correlation coefficients are calculated to recognize the correlation between each of the 23 seismic IMs and seismic responses of the bridge. The numerical results show that in the case of low-frequency ground motions the best IMs correlated with the seismic response of bridges are Arias intensity (Ia), characteristic intensity (Ic), spectral acceleration (Sa(T1)), and spectral velocity at the fundamental period (Sv(T1)). For high-frequency motions, the well-correlated IMs with seismic damage of bridge are specific energy density (SED), Arias intensity (Ic), root-mean-square of velocity (Vrms), and characteristic intensity (Ic). Additionally, PGV/PGA ratio, mean period (Tm), and predominant period (Tp) show to be weakly correlated with seismic responses of bridges subjected to both low- and high-frequency motions.
Access this chapter
Tax calculation will be finalised at checkout
Purchases are for personal use only
References
Cao V, Ronagh H (2014) Correlation between seismic parameters of far-fault motions and damage indices of low-rise reinforced concrete frames. Soil Dyn Earthq Eng 66:102–112
Cao V, Ronagh H (2014) Correlation between parameters of pulse-type motions and damage of low-rise RC frames. Earthq Struct 7(3):365–384
Chen Z, Wei J (2013) Correlation between ground motion parameters and lining damage indices for mountain tunnels. Nat Hazards 65(3):1683–1702
Corigliano M, Lai CG, Barla G (2007) Seismic vulnerability of rock tunnels using fragility curves. In: 11th ISRM congress. International Society for Rock Mechanics
Elenas A, Meskouris K (2001) Correlation study between seismic acceleration parameters and damage indices of structures. Eng Struct 23(6):698–704
Ghayoomi M, Dashti S (2015) Effect of ground motion characteristics on seismic soil-foundation-structure interaction. Earthq Spectra 31(3):1789–1812
Massumi A, Gholami F (2016) The influence of seismic intensity parameters on structural damage of RC buildings using principal components analysis. Appl Math Model 40(3):2161–2176
Yaghmaei-Sabegh S (2012) Application of wavelet transforms on characterization of inelastic displacement ratio spectra for pulse-like ground motions. J Earthq Eng 16(4):561–578
Zhang Y, Ding Y, Pang Y (2015) Selection of optimal intensity measures in seismic damage analysis of cable-stayed bridges subjected to far-fault ground motions. J Earthq Tsunami 9(01):1550003
Elenas A (2000) Correlation between seismic acceleration parameters and overall structural damage indices of buildings. Soil Dyn Earthq Eng 20(1–4):93–100
Nanos N, Elenas A, Ponterosso P (2008) Correlation of different strong motion duration parameters and damage indicators of reinforced concrete structures. In: The 14th word conference on earthquake engineering, Beijing, China
Kostinakis K, Athanatopoulou A, Morfidis K (2015) Correlation between ground motion intensity measures and seismic damage of 3D R/C buildings. Eng Struct 82:151–167
Pejovic J, Jankovic S (2015) Selection of ground motion intensity measure for reinforced concrete structure. Procedia Eng 117:588–595
Pejovic J, Serdar N, Pejovic R (2017) Optimal intensity measures for probabilistic seismic demand models of RC high-rise buildings. Earthq Struct 13(3):221–230
Lu X, Ye L, Lu X, Li M, Ma X (2013) An improved ground motion intensity measure for super high-rise buildings. Science China Technol Sci 56(6):1525–1533
Nguyen DD, Park D, Shamsher S, Nguyen VQ, Lee TH (2019) Seismic vulnerability assessment of rectangular cut-and-cover subway tunnels. Tunn Undergr Space Technol 86:247–261
Phan HN, Paolacci F (2016) Efficient intensity measures for probabilistic seismic response analysis of anchored above-ground liquid steel storage tanks. In: Pressure vessels and piping conference. American Society of Mechanical Engineers
Nguyen DD, Thusa B, Han TS, Lee TH (2020) Identifying significant earthquake intensity measures for evaluating seismic damage and fragility of nuclear power plant structures. Nucl Eng Technol 52(1):192–205
Qiu Y, Zhou C, Siha A (2020) Correlation between earthquake intensity parameters and damage indices of high-rise RC chimneys. Soil Dyn Earthq Eng 137:106282
Padgett JE, Nielson BG, DesRoches R (2008) Selection of optimal intensity measures in probabilistic seismic demand models of highway bridge portfolios. Earthq Eng Struct Dynam 37(5):711–725
Jahangiri V, Yazdani M, Marefat MS (2018) Intensity measures for the seismic response assessment of plain concrete arch bridges. Bull Earthq Eng 16(9):4225–4248
Zelaschi C, Monteiro R, Pinho R (2019) Critical assessment of intensity measures for seismic response of Italian RC bridge portfolios. J Earthq Eng 23(6):980–1000
Avşar Ö, Özdemir G (2011) Response of seismic-isolated bridges in relation to intensity measures of ordinary and pulselike ground motions. J Bridg Eng 18(3):250–260
Kramer SL (1996) Geotechnical earthquake engineering. Prentice Hall, Inc., Upper Saddle River, New Jersey, USA
SeismoSignal (2020) A computer program for signal processing of strong-motion data. http://www.seismosoft.com. Accessed June
Dobry R, Idriss IM, Ng E (1978) Duration characteristics of horizontal components of strong-motion earthquake records. Bull Seismol Soc Am 68(5):1487–1520
Arias A (1970) A measure of earthquake intensity. Massachusetts Inst of Tech, Cambridge. Univ of Chile, Santiago de Chile
Park Y, Ang AH, Wen YK (1985) Seismic damage analysis of reinforced concrete buildings. J Struct Eng 111(4):740–757
Benjamin JR (1988) A criterion for determining exceedance of the operating basis earthquake. Report EPRI NP-5930, Electrical Power Research Institute, Palo Alto, California
Housner GW (1952) Spectrum intensities of strong-motion earthquakes. In: Symposium on earthquake and blast effects on structures, Los Angeles, California, USA, pp 20–36
Thun JL (1988) Earthquake ground motions for design and analysis of dams. In: Earthquake engineering and soil dynamics II-recent advances in ground-motion evaluation
Nuttli OW (1979) The relation of sustained maximum ground acceleration and velocity to earthquake intensity and magnitude. Report 16, Misc. Paper S-73-1, US Army Waterways Experimental Station, Vicksburg, Mississippi
Shome N, Cornell CA, Bazzurro P, Carballo JE (1998) Earthquakes, records, and nonlinear responses. Earthq Spectra 14(3):469–500
Sarma SK, Yang KS (1987) An evaluation of strong motion records and a new parameter A95. Earthq Eng Struct Dyna 15(1):119–132
Rathje EM, Norman AA, Bray J (1998) Simplified frequency content estimates of earthquake ground motions. J Geotech Geoenviron Eng 124(2)
PEER (2019) Pacific Earthquake Engineering Research Center Database, http://peer.berkeley.edu/peer_ground_motion_database
KMA (2019) Korean Meteorological Administration, Korea
EPRI (2007) Program on technology innovation: the effects of high frequency ground motion on structures, components, and equipment in nuclear power plants. Report 1015108, Electrical Power Research Institute, Palo Alto, California, USA
EPRI (2017) Advanced nuclear technology: high-frequency seismic loading evaluation for standard nuclear power plants. Report 3002009429, Electrical Power Research Institute, Palo Alto, California, USA
Mazzoni S, McKenna F, Fenves GL (2005) OpenSees command language manual. Pacific Earthquake Engineering Research (PEER) Center
Kent DC, Park R (1971) Flexural members with confined concrete. J Struct Division
Menengotto M (1973) Method of analysis for cyclically loaded reinforced concrete plane frames including changes in geometry and nonelastic behavior of elements under combined normal force and bending. In: IABSE symposium on resistance and ultimate deformability of structures acted on by well-defined repeated loads, Lisbon
Lee TH, Nguyen DD (2018) Seismic vulnerability assessment of a continuous steel box girder bridge considering influence of LRB properties. Sādhanā 43(1):14
Nguyen DD, Lee TH (2018) Seismic fragility curves of bridge piers accounting for ground motions in Korea. IOP Conf Ser Earth Environ Sci 143(1):012029
Tran NL, Nguyen TH, Phan VT, Nguyen DD (2020) Seismic fragility analysis of reinforced concrete piers of steel box girder bridges: a parametric study. Mater Today Proc
Lee TH, Nguyen VH, Phan VT, Nguyen DD (2018) Seismic margin assessment of a reinforced concrete skewed bridge in a nuclear power plant. MATEC Web of Conferences 251:02019
Choi BH, Moreno LB, Lim CS, Nguyen DD Lee TH (2019) Seismic performance evaluation of a fully integral concrete bridge with end-restraining abutments. Adv Civil Eng 2019
Reese LC, Cox WR, Koop F D (1974) Field testing and analysis of laterally loaded piles in sand. In: The VI annual offshore technology conference, Houston, Texas, pp 473–485
Park HS, Nguyen DD, Lee TH (2016) Seismic fragilities of bridges and transmission towers considering recorded ground motions in South Korea. J Earthquake Eng Soc Korea 20(7_spc):435–441
Ang AH, Tang WH (2007) Probability concepts in engineering: emphasis on applications in civil & environmental engineering, vol 1. Wiley, New York
Author information
Authors and Affiliations
Corresponding author
Editor information
Editors and Affiliations
Rights and permissions
Copyright information
© 2022 The Author(s), under exclusive license to Springer Nature Singapore Pte Ltd.
About this paper
Cite this paper
Phan, VT., Nguyen, DD. (2022). Correlation Between Seismic Intensity Measures and Response of Skewed Bridges. In: Kolathayar, S., Chian, S.C. (eds) Recent Advances in Earthquake Engineering . Lecture Notes in Civil Engineering, vol 175. Springer, Singapore. https://doi.org/10.1007/978-981-16-4617-1_3
Download citation
DOI: https://doi.org/10.1007/978-981-16-4617-1_3
Published:
Publisher Name: Springer, Singapore
Print ISBN: 978-981-16-4616-4
Online ISBN: 978-981-16-4617-1
eBook Packages: EngineeringEngineering (R0)