BibTex RIS Kaynak Göster

Dynamic Behavior of an Isolated Bridge Pier under Earthquake Effects for Different Soil layers and Support Conditions

Yıl 2014, Cilt: 25 Sayı: 125, - , 01.06.2014

Fevzi Sarıtaş Zeki Hasgür

Öz

Anahtar Kelimeler

-

Kaynakça

  • Jia, H. Y., Zhang, D. Y., Zheng, S. X., Xie, W. C., Pandey, M. D., Local Site Effects On a High-Pier Railway Bridge under Tridirectional Spatial Excitations: Nonstationary Stochastic Analysis, Soil Dynamics and Earthquake Engineering 52, 55–69, 2013.
  • Li, Y., Chen N., Zhao, K., Liao, H., Seismic Response Analysis of Road Vehicle- Bridge System for Continuous Rigid Frame Bridges with High Piers, Earthquake Engineering and Structural Dynamics, 11, 593-602, 2012.
  • Mahmoud, S., Austrell, P. E., Jankowski, R., Simulation of the Response of Base- Isolated Buildings under Earthquake Excitations Considering Soil Flexibility, Earthquake Engineering & Engineering Vibration, 11(3), 359-374, 2012.
  • Dicleli, M., Karalar, M., Optimum Characteristic Properties of Isolators with Bilinear Force–Displacement Hysteresis for Seismic Protection of Bridges Built on Various Site Soils, Soil Dynamics and Earthquake Engineering 31, 982–995, 2011.
  • Ala Saadeghvaziri, M., Foutch, D. A., Dynamic Behavior of RC Highway Bridges under the Combined Effect of Vertical and Horizontal Earthquake Motions, Earthquake Engineering and Structural Dynamics, 20(6), 535-549, 1991.
  • Ala Saadeghvaziri, M., Foutch, D. A., Foutch, Behavior of RC Columns under Non- proportionally Varying Axial Load, Journal of Structural Engineering, 116(7), 1835- 1856, 1990.
  • Pagnini, L. C., Solari, G., Stochastic Analysis of the Linear Equivalent Response of Bridge Piers with Aseismic Devices, Earthquake Engineering and Structural Dynamics, 28, 543-560, 1999.
  • Jangid, R. S., Equivalent Linear Stochastic Seismic Response of Isolated Bridges,Journal of Sound and Vibration, 309, 805-822, 2008.
  • Kunde, M. C., Jangid, R. S., Effects of Pier and Deck Flexibility on the Seismic Response of Isolated Bridges, Journal of Bridge Engineering, 11(1), 109-121, 2006.
  • Gongkang, F., Elastically Supported Cantilever Beam Subjected to Nonstationary Seismic Excitation, Earthquake Engineering and Structural Dynamics, 27, 977-995, 1998.
  • Hasgür, Z., Stochastic Analysis of Bridge Piers with Symmetric Cantilevers under the Base Accelerations, Bulletin of the Istanbul Technical University, 48(3-4) 657-667, 1995.
  • Ates, S., Bayraktar, A., Dumaoglu, A. A., The Effect of Spatially Varying Earthquake Ground Motions on the Stochastic Response of Bridges Isolated with Friction Pendulum Systems, Soil Dynamics and Earthquake Engineering, 26, 31-44, 2006.
  • Sungur, I., Stochastic Response to Earthquake Forces of a Cable-Stayed Bridge, Engineering Structure, 15(5), 307-314, 1993.
  • Allam, Said M. Datta, T. K., Response Spectrum Analysis of Suspension Bridges for Random Ground Motion, Journal of Bridge Engineering, 7(6), 325-337, 2002.
  • Zhang, Z. C., Lin, J. H., Zhang, Y. H., Zhaoa, Y., Howsonc, W. P., Williams, F. W., Non-Stationary Random Vibration Analysis for Train–Bridge Systems Subjected to Horizontal Earthquakes, Engineering Structures 32, 3571–3582, 2010.
  • Vanmarcke, E. H., Lomnitz, C., Rosenbleuth, E., Structural Response to Earthquakes, Chapter 8 in Seismic Risk and Engineering Decisions, Elsevier, New York, 1976.
  • Davenport, A. G., Note on the Distribution of Largest Values of Random Function with Application to Gust Loading, Proc. Inst. of Civil Eng., 28, 187–196, 1964.
  • Mylonakis, G., Syngros, C., Gazetas, G., Tazoh, T., The Role of Soil in the Collapse of Piers of Hanshin Expressway in the Kobe Earthquake, Earthquake Engineering and Structural Dynamics, 35, 547-575, 2006.
  • Jangid, R. S., Equivalent Linear Stochastic Seismic Response of Isolated Bridges, Journal of Sound and Vibration, 309, 805-822, 2006.
  • Clough R. W., Penzien, J., Dynamics of Structures, Mc-Graw Hill Book Company, Second Edition, New York, 1993.
  • Der Kiureghian, A., Neuenhofer, A., A Response Spectrum Method for Multiple- Support Seismic Excitations, UCB/EERC-91/08, University of California, Berkeley, 1991.
  • Jennings, P.C., Housner, G. W., Tsai, N. C., Simulated Earthquake Motions for Design Purposes, Proc. 4th World Conf. Earthquake Engineering, 1(a-1), 145–160, Chile, 1969.
  • Sarıtaş, F., Stochastic Dynamic Analysis of Box-Girder Bridges, Phd Dissertation, Istanbul Technical University, 2007.
  • Naeim, F., Kelly, J. M., Design of Seismic Isolated Structures, John Wiley & Sons, Inc., U.S.A., 1999.
  • AASHTO, AASHTO LFRD Bridge Design Specifications, American Association of State Highway and Transportation Officials, Joints and Bearings, Washington D.C, 2007.
  • DIN 4141-14, Structural Bearings, Laminated Elastomeric Bearings Design and Construction, Deutsche Institut für Normung, 1985.
  • SAP2000, Structural Analysis Program, Computers and Structures Inc., Berkeley, 1995.

-

Yıl 2014, Cilt: 25 Sayı: 125, - , 01.06.2014

Fevzi Sarıtaş Zeki Hasgür

Öz

An isolated bridge pier having rubber bearings is modeled by finite element technique and dynamic responses under effects of earthquake accelerations are obtained by linear solution methods in time and frequency domain; the results are evaluated by probabilistic distributions. For this purpose, stationary accelerations characterized by Kanai-Tajimi power spectrum are simulated for different soil types and twenty nonstationary records in each soil group are obtained by modulating the amplitudes in harmony with Erzincan NS 1992 component. The pier responses and deck displacements are obtained in time domain for different support and soil conditions by using simulated horizontal and vertical accelerations. Furthermore, variances of the responses are obtained in frequency domain by assuming stationary stochastic behavior and by using power density and cross-power spectra of the applied simultaneous motions. The results are evaluated by those of the time domain solutions and peak responses and variations of peak response factors are determined. For dynamic peak responses, the response quantities corresponding to exceedance probabilities of 2%, 10% and 50% (median) are predicted depending upon soil types by use Rayleigh distribution model

Anahtar Kelimeler

Peak responses rubber Kanai-Tajimi nonstationary stochastic

Kaynakça

  • Jia, H. Y., Zhang, D. Y., Zheng, S. X., Xie, W. C., Pandey, M. D., Local Site Effects On a High-Pier Railway Bridge under Tridirectional Spatial Excitations: Nonstationary Stochastic Analysis, Soil Dynamics and Earthquake Engineering 52, 55–69, 2013.
  • Li, Y., Chen N., Zhao, K., Liao, H., Seismic Response Analysis of Road Vehicle- Bridge System for Continuous Rigid Frame Bridges with High Piers, Earthquake Engineering and Structural Dynamics, 11, 593-602, 2012.
  • Mahmoud, S., Austrell, P. E., Jankowski, R., Simulation of the Response of Base- Isolated Buildings under Earthquake Excitations Considering Soil Flexibility, Earthquake Engineering & Engineering Vibration, 11(3), 359-374, 2012.
  • Dicleli, M., Karalar, M., Optimum Characteristic Properties of Isolators with Bilinear Force–Displacement Hysteresis for Seismic Protection of Bridges Built on Various Site Soils, Soil Dynamics and Earthquake Engineering 31, 982–995, 2011.
  • Ala Saadeghvaziri, M., Foutch, D. A., Dynamic Behavior of RC Highway Bridges under the Combined Effect of Vertical and Horizontal Earthquake Motions, Earthquake Engineering and Structural Dynamics, 20(6), 535-549, 1991.
  • Ala Saadeghvaziri, M., Foutch, D. A., Foutch, Behavior of RC Columns under Non- proportionally Varying Axial Load, Journal of Structural Engineering, 116(7), 1835- 1856, 1990.
  • Pagnini, L. C., Solari, G., Stochastic Analysis of the Linear Equivalent Response of Bridge Piers with Aseismic Devices, Earthquake Engineering and Structural Dynamics, 28, 543-560, 1999.
  • Jangid, R. S., Equivalent Linear Stochastic Seismic Response of Isolated Bridges,Journal of Sound and Vibration, 309, 805-822, 2008.
  • Kunde, M. C., Jangid, R. S., Effects of Pier and Deck Flexibility on the Seismic Response of Isolated Bridges, Journal of Bridge Engineering, 11(1), 109-121, 2006.
  • Gongkang, F., Elastically Supported Cantilever Beam Subjected to Nonstationary Seismic Excitation, Earthquake Engineering and Structural Dynamics, 27, 977-995, 1998.
  • Hasgür, Z., Stochastic Analysis of Bridge Piers with Symmetric Cantilevers under the Base Accelerations, Bulletin of the Istanbul Technical University, 48(3-4) 657-667, 1995.
  • Ates, S., Bayraktar, A., Dumaoglu, A. A., The Effect of Spatially Varying Earthquake Ground Motions on the Stochastic Response of Bridges Isolated with Friction Pendulum Systems, Soil Dynamics and Earthquake Engineering, 26, 31-44, 2006.
  • Sungur, I., Stochastic Response to Earthquake Forces of a Cable-Stayed Bridge, Engineering Structure, 15(5), 307-314, 1993.
  • Allam, Said M. Datta, T. K., Response Spectrum Analysis of Suspension Bridges for Random Ground Motion, Journal of Bridge Engineering, 7(6), 325-337, 2002.
  • Zhang, Z. C., Lin, J. H., Zhang, Y. H., Zhaoa, Y., Howsonc, W. P., Williams, F. W., Non-Stationary Random Vibration Analysis for Train–Bridge Systems Subjected to Horizontal Earthquakes, Engineering Structures 32, 3571–3582, 2010.
  • Vanmarcke, E. H., Lomnitz, C., Rosenbleuth, E., Structural Response to Earthquakes, Chapter 8 in Seismic Risk and Engineering Decisions, Elsevier, New York, 1976.
  • Davenport, A. G., Note on the Distribution of Largest Values of Random Function with Application to Gust Loading, Proc. Inst. of Civil Eng., 28, 187–196, 1964.
  • Mylonakis, G., Syngros, C., Gazetas, G., Tazoh, T., The Role of Soil in the Collapse of Piers of Hanshin Expressway in the Kobe Earthquake, Earthquake Engineering and Structural Dynamics, 35, 547-575, 2006.
  • Jangid, R. S., Equivalent Linear Stochastic Seismic Response of Isolated Bridges, Journal of Sound and Vibration, 309, 805-822, 2006.
  • Clough R. W., Penzien, J., Dynamics of Structures, Mc-Graw Hill Book Company, Second Edition, New York, 1993.
  • Der Kiureghian, A., Neuenhofer, A., A Response Spectrum Method for Multiple- Support Seismic Excitations, UCB/EERC-91/08, University of California, Berkeley, 1991.
  • Jennings, P.C., Housner, G. W., Tsai, N. C., Simulated Earthquake Motions for Design Purposes, Proc. 4th World Conf. Earthquake Engineering, 1(a-1), 145–160, Chile, 1969.
  • Sarıtaş, F., Stochastic Dynamic Analysis of Box-Girder Bridges, Phd Dissertation, Istanbul Technical University, 2007.
  • Naeim, F., Kelly, J. M., Design of Seismic Isolated Structures, John Wiley & Sons, Inc., U.S.A., 1999.
  • AASHTO, AASHTO LFRD Bridge Design Specifications, American Association of State Highway and Transportation Officials, Joints and Bearings, Washington D.C, 2007.
  • DIN 4141-14, Structural Bearings, Laminated Elastomeric Bearings Design and Construction, Deutsche Institut für Normung, 1985.
  • SAP2000, Structural Analysis Program, Computers and Structures Inc., Berkeley, 1995.
Toplam 27 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Bölüm Makale
Yazarlar

Fevzi Sarıtaş Bu kişi benim

Zeki Hasgür Bu kişi benim

Yayımlanma Tarihi 1 Haziran 2014
Gönderilme Tarihi 18 Haziran 2015
Yayımlandığı Sayı Yıl 2014 Cilt: 25 Sayı: 125

Kaynak Göster

APA Sarıtaş, F., & Hasgür, Z. (2014). Dynamic Behavior of an Isolated Bridge Pier under Earthquake Effects for Different Soil layers and Support Conditions. Teknik Dergi, 25(125).
AMA Sarıtaş F, Hasgür Z. Dynamic Behavior of an Isolated Bridge Pier under Earthquake Effects for Different Soil layers and Support Conditions. Teknik Dergi. Haziran 2014;25(125).
Chicago Sarıtaş, Fevzi, ve Zeki Hasgür. “Dynamic Behavior of an Isolated Bridge Pier under Earthquake Effects for Different Soil Layers and Support Conditions”. Teknik Dergi 25, sy. 125 (Haziran 2014).
EndNote Sarıtaş F, Hasgür Z (01 Haziran 2014) Dynamic Behavior of an Isolated Bridge Pier under Earthquake Effects for Different Soil layers and Support Conditions. Teknik Dergi 25 125
IEEE F. Sarıtaş ve Z. Hasgür, “Dynamic Behavior of an Isolated Bridge Pier under Earthquake Effects for Different Soil layers and Support Conditions”, Teknik Dergi, c. 25, sy. 125, 2014.
ISNAD Sarıtaş, Fevzi - Hasgür, Zeki. “Dynamic Behavior of an Isolated Bridge Pier under Earthquake Effects for Different Soil Layers and Support Conditions”. Teknik Dergi 25/125 (Haziran 2014).
JAMA Sarıtaş F, Hasgür Z. Dynamic Behavior of an Isolated Bridge Pier under Earthquake Effects for Different Soil layers and Support Conditions. Teknik Dergi. 2014;25.
MLA Sarıtaş, Fevzi ve Zeki Hasgür. “Dynamic Behavior of an Isolated Bridge Pier under Earthquake Effects for Different Soil Layers and Support Conditions”. Teknik Dergi, c. 25, sy. 125, 2014.
Vancouver Sarıtaş F, Hasgür Z. Dynamic Behavior of an Isolated Bridge Pier under Earthquake Effects for Different Soil layers and Support Conditions. Teknik Dergi. 2014;25(125).