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Yıl 2015, Cilt: 26 Sayı: 1, 6943 - 6968, 18.06.2015

Alper Aldemir Sema Melek Yılmaztürk Ali Rıza Yücel Barış Binici Yalın Arıcı Altuğ Akman

Öz

Analysis Methods for the Investigation of the Seismic Response of Concrete Dams The consideration of the dam-foundation-reservoir interaction is extremely important for estimating the seismic response of concrete gravity dams. Moreover, nonlinear analysis may be required for determining the possible risk associated with dams. In order to address these issues, DSI recently published the “Guidelines for Seismic Design of Concrete Dams”. Authors who have contributed to the preparation of this document provide a perspective on the seismic safety/design of concrete dams and structural analysis methods along with a set of illustrative solutions. The study presented herein provides important results on the necessity of conducting two and three dimensional seismic analysis, the use of nonlinear analyses techniques and the important factors that affect the seismic response of the concrete gravity dams

Anahtar Kelimeler

Concrete dams analysis methods design

Kaynakça

  • ACI 207, Roller - Compacted Mass Concrete, 1999.
  • Chen, J., Li, X. ve Fan, S., Study on Sismic Resistance of Concrete Gravity Dam Retrofitted with UHTCC, 15. World Conference on Earthquake Engineering, Lisboa, Portugal, 2012.
  • Yamaguchi, Y., Hall, R., Sasaki, T., Matheu, E., Kanenawa, K., Chudgar, A. ve Yule, D., Seismic Performance Evaluation of Concrete Gravity Dams, 13. World Conference on Earthquake Engineering, Vancouver, B.C., Canada, 2004.
  • Nuss, L.K., Matsumoto, N. And Hansen, K.D., Shaken but not Stirred – Earthquake Performance of Concrete Dams, Innovative Dam and Levee Design and Construction for Sustainable Water Management, 32nd Annual USSD Conference New Orleans, Louisiana, pp. 1511-1530, 2012.
  • Beton Barajların Tasarım İlkeleri (BBTİ), Devlet Su İşleri, 2012.
  • Fenves, G. and Chopra, A.K., Earthquake Analysis and Response of Concrete Gravity Dams, Report No. UCB/EERC-84/10, Earthquake Engineering Research Center, University of California, Berkeley, Calif., 236 p, 1984.
  • Fenves, G. and Chopra, A.K., Simplified Earthquake Analysis of Concrete Gravity Dams, Journal of Structural Engineering, 113(8), pp. 1688-1708, 1987.
  • Wang, J. and Chopra, A.K., EACD-3D-2008: A Computer Program for Three Dimensional Earthquake Analysis of Concrete Dams Considering Spatially-varying Ground Gotion, Report No. UCB/EERC-2008/04, Earthquake Engineering Research Center, University of California, Berkeley, Calif., 151 p, 2008.
  • Tsai, C., Lee, G.C. ve Ketter, R.L., A Semi-analytical method for time-domain analyses of Dam-Reservoir Interactions, International Journal for Numerical Methods in Engineering, 29, pp. 913-933, 1990.
  • Tsai, C. ve Lee, G.C., Time-Domain Analyses of Dam-Reservoir System II : Substructure Method, Journal of Engineering Mechanics, 117(9), pp. 2007-2026, 1991.
  • Beskos, D.E., Boundary Element Methods in Dynamic Analysis: Part II (1986-1996), American Society of Mechanical Engineers, 50(3), pp. 149-197, 1997.
  • Bernal, D. ve Youssef, A., A Hybrid Time Frequency Domain Formulation for Non- linear Soil-Structure Interaction, Earthquake Engineering and Structural Dynamics, 27, pp. 673-685, 1998.
  • Taghipour, R., Perez, T. ve Moan, T., Hybrid Frequency-Time Domain Models for Dynamic Response Analysis of Marine Structures, Ocean Engineering, 35, pp. 685- 705, 2008.
  • United States Army Corps of Engineers, (USACE), Time-History Dynamic Analysis of Concrete Hydraulic Structures. Engineering Procedure EM 1110-2-6051, 2003.
  • Raphael, J.M., Tensile Strength of Concrete, Journal Proceedings, 81(2), pp. 158-165, 1984.
  • Westergaard, H.M., Water Pressures on Dams during Earthquakes, Trans. ASCE, 98, 418–434, 1933.
  • Fenves, G. and Chopra, A.K., Simplified Analysis for Earthquake Resistant Design of Concrete Gravity Dams, Report No. UCB/EERC-85/10, Earthquake Engineering Research Center, University of California, Berkeley, Calif., 144 p, 1985.
  • Yücel, A.R., Seismic Analysis of Concrete Gravity Dams Including Dam-Foundation- Reservoir Interaction, Middle East Technical University, Civil Engineering Department, 2013.
  • Fenves, G. and Chopra, A.K., EAGD-84: A Computer Program for Earthquake Response Analysis of Concrete Gravity Dams, Report No. UCB/EERC-84/11, Earthquake Engineering Research Center, University of California, Berkeley, Calif., 102 p, 1984.
  • Vecchio, F.J., Nonlinear Finite Element Analysis of Reinforced Concrete Membranes. ACI Structural Journal, 86(1), pp. 26-35, 1989.
  • Vecchio, F.J., Reinforced Concrete Membrane Element Formulations, ASCE Journal of Structural Engineering, 116(3), pp. 730-750, 1990.
  • Bhattacharjee, S.S. and Léger, P., Application of NLFM Models to Predict Cracking in Concrete Gravity Dams, Journal of Structural Engineering, 120(4), pp. 1255- 1271,1994.
  • Léger, P. and Bhattacharjee, S.S., Seismic Fracture-Analysis of Concrete Gravity Dams, Canadian Journal of Civil Engıneering, 22(1), pp.196-201, 1995.
  • De Borst, R., Crisfield, M.A., Remmers, J.J.C. ve Verhoosel, C.V., Non-Linear Finite Element Analysis of Solids and Structures, Second Edition, John Wiley & Sons Ltd., 2012.
  • Rots, J.G., Computational Modeling of Concrete Fracture, Delft University of Technology, Delft, 1988.
  • Akpınar,U., Binici, B. and Arıcı, Y., Earthquake Stresses and Effective Damping in Concrete Gravity Dams, Earthquakes and Structures, 6(3), 2014.
  • Chuhan, Z., Guanglun, W., Shaomin, W. and Yuexing, D., Experimental Tests of Rolled Compacted Concrete and Nonlinear Fracture Analysis of Rolled Compacted Concrete Dams, Journal of Materials in Civil Engineering, 14(2), pp. 108-115, 2002.
  • Arıcı, Y., Binici, B. and Aldemir, A., Comparison of the Expected Damage Patterns from Two- and Three-dimensional Nonlinear Dynamic Analyses of a Roller Compacted Concrete Dam, Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance, DOI : 10.1080/15732479.2012. 753921, 2012.
  • Lotfi, V., Roesset, J.M. and Tassoulas, J.L., A Technique for the Analysis of the Response of Dams to Earthquakes, Earthquake Engineering and Structural Dynamics, 15(4), pp. 463-490, 1987.
  • Chopra, A.K., Earthquake Analysis of Arch Dams: Factors to be Considered. ASCE, Journal of Structural Engineering, 138 (2), 205-214, 2012.
  • United States Army Corps of Engineers (USACE), Seismic Design Provisions for Roller Compacted Concrete Dams, No. EP-1110-2-12, 1995.
  • United States Bureau of Reclamation (USBR), Design Criteria for Concrete Arch and Gravity Dams, 1977.
  • Sevim, B., Altunisik, A.C. ve Bayraktar, A., Earthquake Behaviour of Berke Arch Dam using Ambient Vibration Test Results, Journal of Performance of Constructed Facilities, 26(6), pp. 780-792, 2011.
  • Binici, B. ve Arıcı, Y., Melen Silindirle Sıkıştırılmış Beton Barajı Sismik Analizleri : Zemin-Yapı Etkileşimi ve 3 Boyutlu Geometri Etkilerinin İrdelenmesi, Orta Doğu Teknik Üniversitesi, Danş. Kod. No: 10-03-03-1-00-56, 2010.
  • Vecchio, F.J. and Collins, M.P., The Modified Compression Field Theory for Reinforced Concrete Elements subjected to Shear. ACI Journal, 83:2, 219-231, 1986.
  • Selby, R.G. and Vecchio, F.J., Three-dimensional Constitutive Relations for Reinforced Concrete. Tech. Rep. 93-02, Univ. Toronto, Dept. of Civil Eng., Toronto, Canada, 1993.
  • Arıcı, Y. ve Binici, B., Andıraz Barajı Sismik Performans Değerlendirmesi, Orta Doğu Teknik Üniversitesi, 2011.

Beton Barajların Deprem Davranışlarının İncelenmesinde Kullanılan Analiz Metotları

Yıl 2015, Cilt: 26 Sayı: 1, 6943 - 6968, 18.06.2015

Alper Aldemir Sema Melek Yılmaztürk Ali Rıza Yücel Barış Binici Yalın Arıcı Altuğ Akman

Öz

Barajların deprem davranışlarının belirlenmesinde baraj, zemin ve rezervuar etkileşiminin dikkate alınması oldukça önemlidir. Ayrıca olası risklerinin belirlenmesi için doğrusal olmayan analizlerin de gerçekleştirilmesi gerekebilmektedir. Bu amaçla Devlet Su İşleri Müdürlüğü önderliğinde "Beton Barajların Tasarım İlkeleri" hazırlanmıştır. Bu rehberin hazırlanmasına katkıda bulunan yazarlar, beton baraj sismik tasarımı hususunda literatür değerlendirmelerini, yapısal analiz araçlarını, baraj sismik güvenliğine ilişkin görüşlerini ve örnek çözümlemelerini sunmaktadır. Çalışma iki ve üç boyutlu analizlerin gerekliliği, doğrusal olmayan analizlerin uygulama şekli ve baraj deprem davranışını etkileyen önemli faktörler konusunda önemli sonuçlar ortaya koymaktadır

Anahtar Kelimeler

Beton barajlar analiz yöntemleri tasarım

Kaynakça

  • ACI 207, Roller - Compacted Mass Concrete, 1999.
  • Chen, J., Li, X. ve Fan, S., Study on Sismic Resistance of Concrete Gravity Dam Retrofitted with UHTCC, 15. World Conference on Earthquake Engineering, Lisboa, Portugal, 2012.
  • Yamaguchi, Y., Hall, R., Sasaki, T., Matheu, E., Kanenawa, K., Chudgar, A. ve Yule, D., Seismic Performance Evaluation of Concrete Gravity Dams, 13. World Conference on Earthquake Engineering, Vancouver, B.C., Canada, 2004.
  • Nuss, L.K., Matsumoto, N. And Hansen, K.D., Shaken but not Stirred – Earthquake Performance of Concrete Dams, Innovative Dam and Levee Design and Construction for Sustainable Water Management, 32nd Annual USSD Conference New Orleans, Louisiana, pp. 1511-1530, 2012.
  • Beton Barajların Tasarım İlkeleri (BBTİ), Devlet Su İşleri, 2012.
  • Fenves, G. and Chopra, A.K., Earthquake Analysis and Response of Concrete Gravity Dams, Report No. UCB/EERC-84/10, Earthquake Engineering Research Center, University of California, Berkeley, Calif., 236 p, 1984.
  • Fenves, G. and Chopra, A.K., Simplified Earthquake Analysis of Concrete Gravity Dams, Journal of Structural Engineering, 113(8), pp. 1688-1708, 1987.
  • Wang, J. and Chopra, A.K., EACD-3D-2008: A Computer Program for Three Dimensional Earthquake Analysis of Concrete Dams Considering Spatially-varying Ground Gotion, Report No. UCB/EERC-2008/04, Earthquake Engineering Research Center, University of California, Berkeley, Calif., 151 p, 2008.
  • Tsai, C., Lee, G.C. ve Ketter, R.L., A Semi-analytical method for time-domain analyses of Dam-Reservoir Interactions, International Journal for Numerical Methods in Engineering, 29, pp. 913-933, 1990.
  • Tsai, C. ve Lee, G.C., Time-Domain Analyses of Dam-Reservoir System II : Substructure Method, Journal of Engineering Mechanics, 117(9), pp. 2007-2026, 1991.
  • Beskos, D.E., Boundary Element Methods in Dynamic Analysis: Part II (1986-1996), American Society of Mechanical Engineers, 50(3), pp. 149-197, 1997.
  • Bernal, D. ve Youssef, A., A Hybrid Time Frequency Domain Formulation for Non- linear Soil-Structure Interaction, Earthquake Engineering and Structural Dynamics, 27, pp. 673-685, 1998.
  • Taghipour, R., Perez, T. ve Moan, T., Hybrid Frequency-Time Domain Models for Dynamic Response Analysis of Marine Structures, Ocean Engineering, 35, pp. 685- 705, 2008.
  • United States Army Corps of Engineers, (USACE), Time-History Dynamic Analysis of Concrete Hydraulic Structures. Engineering Procedure EM 1110-2-6051, 2003.
  • Raphael, J.M., Tensile Strength of Concrete, Journal Proceedings, 81(2), pp. 158-165, 1984.
  • Westergaard, H.M., Water Pressures on Dams during Earthquakes, Trans. ASCE, 98, 418–434, 1933.
  • Fenves, G. and Chopra, A.K., Simplified Analysis for Earthquake Resistant Design of Concrete Gravity Dams, Report No. UCB/EERC-85/10, Earthquake Engineering Research Center, University of California, Berkeley, Calif., 144 p, 1985.
  • Yücel, A.R., Seismic Analysis of Concrete Gravity Dams Including Dam-Foundation- Reservoir Interaction, Middle East Technical University, Civil Engineering Department, 2013.
  • Fenves, G. and Chopra, A.K., EAGD-84: A Computer Program for Earthquake Response Analysis of Concrete Gravity Dams, Report No. UCB/EERC-84/11, Earthquake Engineering Research Center, University of California, Berkeley, Calif., 102 p, 1984.
  • Vecchio, F.J., Nonlinear Finite Element Analysis of Reinforced Concrete Membranes. ACI Structural Journal, 86(1), pp. 26-35, 1989.
  • Vecchio, F.J., Reinforced Concrete Membrane Element Formulations, ASCE Journal of Structural Engineering, 116(3), pp. 730-750, 1990.
  • Bhattacharjee, S.S. and Léger, P., Application of NLFM Models to Predict Cracking in Concrete Gravity Dams, Journal of Structural Engineering, 120(4), pp. 1255- 1271,1994.
  • Léger, P. and Bhattacharjee, S.S., Seismic Fracture-Analysis of Concrete Gravity Dams, Canadian Journal of Civil Engıneering, 22(1), pp.196-201, 1995.
  • De Borst, R., Crisfield, M.A., Remmers, J.J.C. ve Verhoosel, C.V., Non-Linear Finite Element Analysis of Solids and Structures, Second Edition, John Wiley & Sons Ltd., 2012.
  • Rots, J.G., Computational Modeling of Concrete Fracture, Delft University of Technology, Delft, 1988.
  • Akpınar,U., Binici, B. and Arıcı, Y., Earthquake Stresses and Effective Damping in Concrete Gravity Dams, Earthquakes and Structures, 6(3), 2014.
  • Chuhan, Z., Guanglun, W., Shaomin, W. and Yuexing, D., Experimental Tests of Rolled Compacted Concrete and Nonlinear Fracture Analysis of Rolled Compacted Concrete Dams, Journal of Materials in Civil Engineering, 14(2), pp. 108-115, 2002.
  • Arıcı, Y., Binici, B. and Aldemir, A., Comparison of the Expected Damage Patterns from Two- and Three-dimensional Nonlinear Dynamic Analyses of a Roller Compacted Concrete Dam, Structure and Infrastructure Engineering: Maintenance, Management, Life-Cycle Design and Performance, DOI : 10.1080/15732479.2012. 753921, 2012.
  • Lotfi, V., Roesset, J.M. and Tassoulas, J.L., A Technique for the Analysis of the Response of Dams to Earthquakes, Earthquake Engineering and Structural Dynamics, 15(4), pp. 463-490, 1987.
  • Chopra, A.K., Earthquake Analysis of Arch Dams: Factors to be Considered. ASCE, Journal of Structural Engineering, 138 (2), 205-214, 2012.
  • United States Army Corps of Engineers (USACE), Seismic Design Provisions for Roller Compacted Concrete Dams, No. EP-1110-2-12, 1995.
  • United States Bureau of Reclamation (USBR), Design Criteria for Concrete Arch and Gravity Dams, 1977.
  • Sevim, B., Altunisik, A.C. ve Bayraktar, A., Earthquake Behaviour of Berke Arch Dam using Ambient Vibration Test Results, Journal of Performance of Constructed Facilities, 26(6), pp. 780-792, 2011.
  • Binici, B. ve Arıcı, Y., Melen Silindirle Sıkıştırılmış Beton Barajı Sismik Analizleri : Zemin-Yapı Etkileşimi ve 3 Boyutlu Geometri Etkilerinin İrdelenmesi, Orta Doğu Teknik Üniversitesi, Danş. Kod. No: 10-03-03-1-00-56, 2010.
  • Vecchio, F.J. and Collins, M.P., The Modified Compression Field Theory for Reinforced Concrete Elements subjected to Shear. ACI Journal, 83:2, 219-231, 1986.
  • Selby, R.G. and Vecchio, F.J., Three-dimensional Constitutive Relations for Reinforced Concrete. Tech. Rep. 93-02, Univ. Toronto, Dept. of Civil Eng., Toronto, Canada, 1993.
  • Arıcı, Y. ve Binici, B., Andıraz Barajı Sismik Performans Değerlendirmesi, Orta Doğu Teknik Üniversitesi, 2011.
Toplam 37 adet kaynakça vardır.

Ayrıntılar

Birincil Dil Türkçe
Bölüm Makale
Yazarlar

Alper Aldemir Bu kişi benim

Sema Melek Yılmaztürk Bu kişi benim

Ali Rıza Yücel Bu kişi benim

Barış Binici Bu kişi benim

Yalın Arıcı Bu kişi benim

Altuğ Akman Bu kişi benim

Yayımlanma Tarihi 18 Haziran 2015
Gönderilme Tarihi 18 Haziran 2015
Yayımlandığı Sayı Yıl 2015 Cilt: 26 Sayı: 1

Kaynak Göster

APA Aldemir, A., Yılmaztürk, S. M., Yücel, A. R., Binici, B., vd. (2015). Beton Barajların Deprem Davranışlarının İncelenmesinde Kullanılan Analiz Metotları. Teknik Dergi, 26(1), 6943-6968.
AMA Aldemir A, Yılmaztürk SM, Yücel AR, Binici B, Arıcı Y, Akman A. Beton Barajların Deprem Davranışlarının İncelenmesinde Kullanılan Analiz Metotları. Teknik Dergi. Ocak 2015;26(1):6943-6968.
Chicago Aldemir, Alper, Sema Melek Yılmaztürk, Ali Rıza Yücel, Barış Binici, Yalın Arıcı, ve Altuğ Akman. “Beton Barajların Deprem Davranışlarının İncelenmesinde Kullanılan Analiz Metotları”. Teknik Dergi 26, sy. 1 (Ocak 2015): 6943-68.
EndNote Aldemir A, Yılmaztürk SM, Yücel AR, Binici B, Arıcı Y, Akman A (01 Ocak 2015) Beton Barajların Deprem Davranışlarının İncelenmesinde Kullanılan Analiz Metotları. Teknik Dergi 26 1 6943–6968.
IEEE A. Aldemir, S. M. Yılmaztürk, A. R. Yücel, B. Binici, Y. Arıcı, ve A. Akman, “Beton Barajların Deprem Davranışlarının İncelenmesinde Kullanılan Analiz Metotları”, Teknik Dergi, c. 26, sy. 1, ss. 6943–6968, 2015.
ISNAD Aldemir, Alper vd. “Beton Barajların Deprem Davranışlarının İncelenmesinde Kullanılan Analiz Metotları”. Teknik Dergi 26/1 (Ocak 2015), 6943-6968.
JAMA Aldemir A, Yılmaztürk SM, Yücel AR, Binici B, Arıcı Y, Akman A. Beton Barajların Deprem Davranışlarının İncelenmesinde Kullanılan Analiz Metotları. Teknik Dergi. 2015;26:6943–6968.
MLA Aldemir, Alper vd. “Beton Barajların Deprem Davranışlarının İncelenmesinde Kullanılan Analiz Metotları”. Teknik Dergi, c. 26, sy. 1, 2015, ss. 6943-68.
Vancouver Aldemir A, Yılmaztürk SM, Yücel AR, Binici B, Arıcı Y, Akman A. Beton Barajların Deprem Davranışlarının İncelenmesinde Kullanılan Analiz Metotları. Teknik Dergi. 2015;26(1):6943-68.