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Effetcs of Near-Fault and Far-Fault Ground Motions on Cable-Stayed Bridges

Yıl 2018, Cilt: 4 Sayı: 1, 12 - 21, 18.06.2018

Öz

In this paper, the response of a long
span cable-stayed bridge is investigated under the effect of near-fault and
far-fault ground motions. Because cable-stayed bridges has been started to be
used for center spans reaching to 1000 m it has become important to investigate
the cable-stayed bridges under the effect of near-fault ground motions.
Therefore, in this study a cable-stayed bridge is considered to determine the
effects of near-fault and far-fault ground motions on the seismic responses of
these types of bridges. Tatara Bridge constructed in Japan is chosen as a
cable-stayed bridge model. Total length of the Tatara Bridge is 1480 m having a
main span of 890 m. As near-fault and far-fault ground motions, 1995 Kobe, 1999
Chi-Chi, 1999 Kocaeli and 1999 Duzce strong ground motion records are used.
Classifying near-fault ground motions as pulse type and none pulse type ground
motions, the effect of near-fault ground motions on cable-stayed bridges has
been investigated considerably. Bridge responses obtained from the near-fault
and far-fault ground motion cases are compared with each other to emphasize the
importance of earthquake ground motions on bridge responses. The results have
underlined the remarkable effect of the pulse type near-fault ground motions on
the dynamic responses of cable-stayed bridges.   

Kaynakça

  • Adanur S, Altunışık AC, Bayraktar A, Akköse M (2012) Comparison of near-fault and far-fault ground motion effects on geometrically nonlinear earthquake behavior of suspension bridges. Nat. Hazards 64:593-614
  • Brown A, Saiidi MS (2011) Investigation of effect of near-fault motions on substandard bridge structures. Earthq. Eng.&Eng. Vib 10:1-11
  • Ismail M, Casas JR, Rodellar J (2013) Near-fault isolation of cable-stayed bridges using RNC isolator. Engineering Structures 56:327-342
  • Jalali RS, Jokandan MS, Trifunac MD (2012) Earthquake response of a three-span simply supported bridge to near-field pulse and permanent-displacement step. Soil Dynamics and Earthquake Engineering 43:380-397
  • Jia JF, Ou JP (2008) Seismic analyses of long-span cable-stayed bridges subjected to near-fault pulse-type ground motions. In: 14th World Conference on Earthquake Engineering, Beijing
  • Jonsson MH, Bessason B, Haflidason E (2010) Earthquake response of a base-isolated bridge subjected to strong near-fault ground motion. Soil Dynamics and Earthquake Engineering 30:447-455
  • Liao WI, Loh CH, Lee BH (2004) Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions. Engineering Structures 26:2173-2183
  • McCallen D, Astaneh-Asl A, Larsen S, Hutchings L (2006) Dynamic response of the suspension spans of the San Francisco-Oakland Bay Bridge. In: 8th U.S. National Conference on Earthquake Engineering, San Francisco, CA, 2005
  • Mosleh A, Razzaghi MS, Jara J, Varum H (2016) Seismic fragility analysis of typical pre-1990 bridges due to near- and far-field ground motions. Int. J. Adv. Struct. Eng. 8:1-9
  • Park SW, Ghasemi H, Shen J, Somerville PG, Yen WP, Yashinsky M (2004) Simulation of the seismic performance of the Bolu Viaduct subjected to near-fault ground motions. Earthquake Engng. Struct. Dyn 33:1249-1270
  • Shrestha B, Tuladhar R (2012) The response of Karnali Bridge Nepal to near-fault earthquakes. Proceedings of the Institution of Civil Engineers 165:223-232
  • Shrestha B (2015) Seismic response of long span cable-stayed bridge to near-fault vertical ground motions. KSCE Journal of Civil Engineering 19:180-187
  • Soyluk K, Karaca, H (2017) Near-fault and far-fault ground motion effects on cable-supported bridges. In: X International Conference on Structural Dynamics, Rome, Italy
  • Yabuna M, Fujiwara T, Sumi K, Nose T, Suzuki, M (2001) Design of Tatara bridge. IHI Engineering Review: 87-102.
  • Yan X, Lee GC (2007) Traveling wave effect on the seismic response of a steel arch bridge subjected to near fault ground motions. Earthquake Engineering and Engineering Vibration 6(3):245-257
  • Yasrebi L, Ghafory-Ashtiany M (2014) Inelastic response of a long span bridge under asynchronous near-field pulse-like and far-field excitations. JSEE 16(2):111-128
Yıl 2018, Cilt: 4 Sayı: 1, 12 - 21, 18.06.2018

Öz

Kaynakça

  • Adanur S, Altunışık AC, Bayraktar A, Akköse M (2012) Comparison of near-fault and far-fault ground motion effects on geometrically nonlinear earthquake behavior of suspension bridges. Nat. Hazards 64:593-614
  • Brown A, Saiidi MS (2011) Investigation of effect of near-fault motions on substandard bridge structures. Earthq. Eng.&Eng. Vib 10:1-11
  • Ismail M, Casas JR, Rodellar J (2013) Near-fault isolation of cable-stayed bridges using RNC isolator. Engineering Structures 56:327-342
  • Jalali RS, Jokandan MS, Trifunac MD (2012) Earthquake response of a three-span simply supported bridge to near-field pulse and permanent-displacement step. Soil Dynamics and Earthquake Engineering 43:380-397
  • Jia JF, Ou JP (2008) Seismic analyses of long-span cable-stayed bridges subjected to near-fault pulse-type ground motions. In: 14th World Conference on Earthquake Engineering, Beijing
  • Jonsson MH, Bessason B, Haflidason E (2010) Earthquake response of a base-isolated bridge subjected to strong near-fault ground motion. Soil Dynamics and Earthquake Engineering 30:447-455
  • Liao WI, Loh CH, Lee BH (2004) Comparison of dynamic response of isolated and non-isolated continuous girder bridges subjected to near-fault ground motions. Engineering Structures 26:2173-2183
  • McCallen D, Astaneh-Asl A, Larsen S, Hutchings L (2006) Dynamic response of the suspension spans of the San Francisco-Oakland Bay Bridge. In: 8th U.S. National Conference on Earthquake Engineering, San Francisco, CA, 2005
  • Mosleh A, Razzaghi MS, Jara J, Varum H (2016) Seismic fragility analysis of typical pre-1990 bridges due to near- and far-field ground motions. Int. J. Adv. Struct. Eng. 8:1-9
  • Park SW, Ghasemi H, Shen J, Somerville PG, Yen WP, Yashinsky M (2004) Simulation of the seismic performance of the Bolu Viaduct subjected to near-fault ground motions. Earthquake Engng. Struct. Dyn 33:1249-1270
  • Shrestha B, Tuladhar R (2012) The response of Karnali Bridge Nepal to near-fault earthquakes. Proceedings of the Institution of Civil Engineers 165:223-232
  • Shrestha B (2015) Seismic response of long span cable-stayed bridge to near-fault vertical ground motions. KSCE Journal of Civil Engineering 19:180-187
  • Soyluk K, Karaca, H (2017) Near-fault and far-fault ground motion effects on cable-supported bridges. In: X International Conference on Structural Dynamics, Rome, Italy
  • Yabuna M, Fujiwara T, Sumi K, Nose T, Suzuki, M (2001) Design of Tatara bridge. IHI Engineering Review: 87-102.
  • Yan X, Lee GC (2007) Traveling wave effect on the seismic response of a steel arch bridge subjected to near fault ground motions. Earthquake Engineering and Engineering Vibration 6(3):245-257
  • Yasrebi L, Ghafory-Ashtiany M (2014) Inelastic response of a long span bridge under asynchronous near-field pulse-like and far-field excitations. JSEE 16(2):111-128
Toplam 16 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular Mühendislik
Bölüm Makaleler
Yazarlar

Hayrettin Karaca

Kurtuluş Soyluk

Yayımlanma Tarihi 18 Haziran 2018
Yayımlandığı Sayı Yıl 2018 Cilt: 4 Sayı: 1

Kaynak Göster

Chicago Karaca, Hayrettin, ve Kurtuluş Soyluk. “Effetcs of Near-Fault and Far-Fault Ground Motions on Cable-Stayed Bridges”. Disaster Science and Engineering 4, sy. 1 (Haziran 2018): 12-21.