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Aysegul Bayraktar, Ph.D. - Publications

Affiliations: 
2009 Florida State University, Tallahassee, FL, United States 
Area:
Elementary Education, Teacher Training Education
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43 high-probability publications. We are testing a new system for linking publications to authors. You can help! If you notice any inaccuracies, please sign in and mark papers as correct or incorrect matches. If you identify any major omissions or other inaccuracies in the publication list, please let us know.

Year Citation  Score
2016 Türker T, Bayraktar A. Theoretical and experimental dynamic characteristics of a RC building model for construction stages Computers and Concrete. 17: 455-475. DOI: 10.12989/cac.2016.17.4.455  0.304
2016 Uçak S, Bayraktar A, Türker T, Osmancikli G. Finite-Element Model Calibration of Historical Masonry Domes Using Operational Modal Testings Journal of Performance of Constructed Facilities. 30. DOI: 10.1061/(ASCE)CF.1943-5509.0000710  0.33
2016 Bayraktar A, Altunişik AC, Türker T. Structural health assessment and restoration procedure of an old riveted steel arch bridge Soil Dynamics and Earthquake Engineering. 83: 148-161. DOI: 10.1016/j.soildyn.2016.01.012  0.319
2016 Bayraktar A, Altunişik AC, Türker T. Structural condition assessment of Birecik highway bridge using operational modal analysis International Journal of Civil Engineering. 14: 35-46. DOI: 10.1007/s40999-016-0010-9  0.332
2015 Osmancikli G, Bayraktar A, Türker T, Uçak Ş, Mosallam A. Finite element model calibration of precast structures using ambient vibrations Construction and Building Materials. 93: 10-21. DOI: 10.1016/J.Conbuildmat.2015.05.096  0.344
2014 Kudu FN, Bayraktar A, Bakir PG, Türker T, Altunişik AC. Ambient vibration testing of Berta Highway Bridge with post-tension tendons Steel and Composite Structures. 16: 23-46. DOI: 10.12989/scs.2014.16.1.023  0.355
2014 Altunisik AC, Bayraktar A. Finite element model updating effect on the structural behavior of long span concrete highway bridges Computers and Concrete. 14: 745-765. DOI: 10.12989/cac.2014.14.6.745  0.363
2014 Türker T, Bayraktar A. Vibration based damage detection in a scaled reinforced concrete building by FE model updating Computers and Concrete. 14: 73-90. DOI: 10.12989/cac.2014.14.1.073  0.305
2014 Türker T, Bayraktar A, Sevim B. Vibration based damage identification of concrete arch dams by finite element model updating Computers and Concrete. 13: 209-220. DOI: 10.12989/cac.2014.13.2.209  0.332
2014 Türker T, Bayraktar A. Structural safety assessment of bowstring type RC arch bridges using ambient vibration testing and finite element model calibration Measurement: Journal of the International Measurement Confederation. 58: 33-45. DOI: 10.1016/j.measurement.2014.08.002  0.359
2013 AltuniŞik AC, Bayraktar A, Sevim B. Analytical and experimental modal analyses of a highway bridge model Computers and Concrete. 12: 803-818. DOI: 10.12989/cac.2013.12.6.803  0.332
2013 Türker T, Bayraktar A. Finite element model calibration of steel frame buildings with and without brace Journal of Constructional Steel Research. 90: 164-173. DOI: 10.1016/j.jcsr.2013.08.003  0.306
2012 Bayraktar A, Sevim B, Altunishik AC, Turker T. Seismic assessment of existing engineering structures using ambient vibrations 2012 4th International Conference "Problems of Cybernetics and Informatics", Pci 2012 - Proceedings. DOI: 10.1109/ICPCI.2012.6486344  0.363
2012 Sevim B, Altunişik AC, Bayraktar A. Earthquake behavior of berke arch dam using ambient vibration test results Journal of Performance of Constructed Facilities. 26: 780-792. DOI: 10.1061/(ASCE)CF.1943-5509.0000264  0.343
2012 Bayraktar A, Altunişik AC, Özcan M. Safety assessment of structures for near-field blast-induced ground excitations using operational modal analysis Soil Dynamics and Earthquake Engineering. 39: 23-36. DOI: 10.1016/j.soildyn.2012.02.005  0.349
2012 Altunişik AC, Bayraktar A, Özdemir H. Seismic safety assessment of eynel highway steel bridge using ambient vibration measurements Smart Structures and Systems. 10: 131-154.  0.375
2011 Sevim B, Bayraktar A, Altunişik AC. Finite element model calibration of berke arch dam using operational modal testing Jvc/Journal of Vibration and Control. 17: 1065-1079. DOI: 10.1177/1077546310377912  0.33
2011 Bayraktar A, Altunişik AC, Sevim B, Türker T. Seismic response of a historical masonry minaret using a finite element model updated with operational modal testing Jvc/Journal of Vibration and Control. 17: 129-149. DOI: 10.1177/1077546309353288  0.352
2011 Altunişika AC, Bayraktar A, Sevima B, Birincia F. Vibration-based operational modal analysis of the mikron historic arch bridge after restoration Civil Engineering and Environmental Systems. 28: 247-259. DOI: 10.1080/10286608.2011.588328  0.334
2011 Şahin A, Bayraktar A, Özcan DM, Sevim B, Altunişik AC, Türker T. Dynamic field test, system identification, and modal validation of an RC minaret: Preprocessing and postprocessing the wind-induced ambient vibration data Journal of Performance of Constructed Facilities. 25: 336-356. DOI: 10.1061/(ASCE)CF.1943-5509.0000167  0.339
2011 Altunişik AC, Bayraktar A, Sevim B. Output-only system identification of posttensioned segmental concrete highway bridges Journal of Bridge Engineering. 16: 259-266. DOI: 10.1061/(ASCE)BE.1943-5592.0000150  0.346
2011 Altunişik AC, Bayraktar A, Sevim B, Ateş Ş. Ambient vibration based seismic evaluation of isolated Gülburnu highway bridge Soil Dynamics and Earthquake Engineering. 31: 1496-1510. DOI: 10.1016/j.soildyn.2011.05.020  0.38
2011 Altunişik AC, Bayraktar A, Sevim B, Özdemir H. Experimental and analytical system identification of Eynel arch type steel highway bridge Journal of Constructional Steel Research. 67: 1912-1921. DOI: 10.1016/j.jcsr.2011.06.008  0.341
2011 Türker T, Bayraktar A. Experimental and numerical investigation of brace configuration effects on steel structures Journal of Constructional Steel Research. 67: 854-865. DOI: 10.1016/j.jcsr.2010.12.008  0.326
2011 Sevim B, Bayraktar A, Altuniik AC, Atamtürktür S, Birinci F. Finite element model calibration effects on the earthquake response of masonry arch bridges Finite Elements in Analysis and Design. 47: 621-634. DOI: 10.1016/J.Finel.2010.12.011  0.346
2011 Bayraktar A, Sevim B, Can Altunişik A. Finite element model updating effects on nonlinear seismic response of arch damreservoirfoundation systems Finite Elements in Analysis and Design. 47: 85-97. DOI: 10.1016/j.finel.2010.09.005  0.332
2011 Kartal ME, Başaĝa HB, Bayraktar A. Probabilistic nonlinear analysis of CFR dams by MCS using Response Surface Method Applied Mathematical Modelling. 35: 2752-2770. DOI: 10.1016/j.apm.2010.12.003  0.301
2011 Sevim B, Bayraktar A, Altunişik AC, Atamtürktür S, Birinci F. Assessment of nonlinear seismic performance of a restored historical arch bridge using ambient vibrations Nonlinear Dynamics. 63: 755-770. DOI: 10.1007/S11071-010-9835-Y  0.337
2011 Altunişik AC, Bayraktar A, Sevim B. Operational modal testing of an arch type steel highway bridge using SSI technique 4th International Operational Modal Analysis Conference, Iomac 2011. 630-635.  0.306
2010 Bayraktar A, Altunişik AC, Sevim B, Türker T. Earthquake behaviour of kömürhan highway bridge using a validated finite element model Journal of Testing and Evaluation. 38. DOI: 10.1520/JTE102102  0.367
2010 Bayraktar A, Altuniik AC, Birinci F, Sevim B, Türker T. Finite-element analysis and vibration testing of a two-span masonry arch bridge Journal of Performance of Constructed Facilities. 24: 46-52. DOI: 10.1061/(ASCE)CF.1943-5509.0000060  0.351
2010 Bayraktar A, Sevim B, Altunişik AC, Türker T. Effect of the model updating on the earthquake behavior of steel storage tanks Journal of Constructional Steel Research. 66: 462-469. DOI: 10.1016/j.jcsr.2009.10.006  0.354
2010 Bayraktar A, Sevim B, Altunişik AC, Türker T. Earthquake analysis of reinorced concrete minarets using ambient vibration test results Structural Design of Tall and Special Buildings. 19: 257-273. DOI: 10.1002/tal.464  0.354
2010 Altunişik AC, Bayraktar A, Sevlm B, Kartal ME, Adanur S. Finite element model updating of an arch type steel laboratory bridge model using semi-rigid connection Steel and Composite Structures. 10: 541-561.  0.347
2010 Bayraktar A, Altunişik AC, Sevim B, Türker T. Finite element model updating of Kömürhan highway bridge based on experimental measurements Smart Structures and Systems. 6: 373-388.  0.346
2009 Bayraktar A, Birinci F, Altunişik AC, Türker T, Sevim B. Finite element model updating of Senyuva historical arch bridge using ambient vibration tests Baltic Journal of Road and Bridge Engineering. 4: 177-185. DOI: 10.3846/1822-427X.2009.4.177-185  0.34
2009 Bayraktar A, Altuşniik AC, Sevim B, Türker T, Domani̧ A, Taş Y. Vibration characteristics of kömürhan highway bridge constructed with balanced cantilever method Journal of Performance of Constructed Facilities. 23: 90-99. DOI: 10.1061/(ASCE)0887-3828(2009)23:2(90)  0.337
2009 Bayraktar A, Altuniik AC, Sevim B, Türker T. Modal testing, finite-element model updating, and dynamic analysis of an arch type steel footbridge Journal of Performance of Constructed Facilities. 23: 81-89. DOI: 10.1061/(ASCE)0887-3828(2009)23:2(81)  0.353
2009 Bayraktar A, Türker T, Sevim B, Altunişik AC, Yildirim F. Modal parameter identification of Hagia Sophia bell-tower via ambient vibration test Journal of Nondestructive Evaluation. 28: 37-47. DOI: 10.1007/s10921-009-0045-9  0.312
2008 Bayraktar A, Altunişik AC, Sevim B, Türker T, Akköse M, Çoçkun N. Modal analysis, experimental validation, and calibration of a historical masonry minaret Journal of Testing and Evaluation. 36: 516-524.  0.323
2007 Bayraktar A, Altunişik AC, Sevim B, Türker T. Modal testing and finite element model calibration of an arch type steel footbridge Steel and Composite Structures. 7: 487-502.  0.351
2005 Bayraktar A, Türker T. Finite element modeling and experimental modal testing of steel structures Proceedings of the 1st International Operational Modal Analysis Conference, Iomac 2005.  0.324
2004 Hançer E, Bayraktar A. Stochastic finite element analysis of dam-reservoir-foundation system Bulletin of the Technical University of Istanbul. 54: 42-59.  0.317
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