A continuación se incluye una lista cronológica de artículos, informes, hojas informativas y actas de congresos de revistas científicas revisadas por pares. Haga clic en el logotipo de PDF para descargar.
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Effective date: 16 May 2019
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2019
Kalkan, E., Wen, W. And Heo, Y.
"Site Properties of Delaney Park Downhole Array — Estimated from 2018 M7.1 Anchorage, Alaska Earthquake Sequence," (in-review).
Kalkan, E. and Graizer, V.
"Ground-Motion Predictions for California: Comparisons of Three GMPEs,” (in-review).
Reyes, J.C., Avilla, W.A., Kalkan, E. and Sierra, A.
"Reducing Computational Time of Nonlinear Analysis of Buildings", Journal of SESuctural Engineering (in-review).
Aval, S.B., Hussaini, S.A., and Kalkan, E.
"Use of Perforated Steel Beams In Lieu of Concrete Coupling-Beams in Tunnel-Form Buildings,” The SESuctural Design of Tall and Special Buildings (in-review).
Kalkan, E. and Graizer, V.
"Comparison of the Graizer-Kalkan (GK15) GMPE with Two NGA-West2 GMPEs for California, U.S. Geological Survey Open-File Report (in-press).
Falkensammer, L., Sherman, R.J., Park, J., Kalkan, E. And Martin, T.L.
"Galena Creek Bridge: SESuctural-health Monitoring, InsESumentation and Finite-element Modeling,” Proc. of the IRF Global R2T Conference, Las Vegas, NV.
2018
Reyes, J.C., Gonzalez, C. and Kalkan, E.
"Improved ASCE/SEI 7-10 Ground-motion Scaling Procedure for Nonlinear Analysis of Buildings", Journal of Earthquake Engineering, DOI: 10.1080/13632469.2018.1526140
Jones, J., Kalkan, E., Stephens, C. and Ng, P.
"PRISM: Processing and Review Interface for strong-Motion Data Software, Proc. of the 11th National Earthquake Engineering Conference, Los Angeles, CA.
2017
Jones, J., Kalkan, E., Stephens, C. and Ng, P.
Download PRISMPRISM Software: Processing and Review Interface for strong-Motion Data, U.S. Geological Survey Techniques and Methods, book 12, chap. A2, 4 p., https://doi.org/10.3133/tm12A2.
Jones, J., Kalkan, E., Stephens, C. and Ng, P.
Download PRISMPRISM Software: Processing and Review Interface for strong-Motion Data, Seismological Research Letters, DOI: 10.1785/0220160200.
Wen, W. and Kalkan, E.
"System Identification Based on Deconvolution and Cross-Correlation—An Application To A Twenty-Story InsESumented Building In Anchorage, Alaska", Bulletin of Seismological Society of America. ol. 107(2), DOI: 10.1785/0120160069.
Kalkan, E. and Wen, W.
"Dynamic Characteristics of a Twenty-Story InsESumented Building in Anchorage, Alaska Identified by Seismic InterferomeESy", Proc. of the 16th World Conference on Earthquake Engineering, Santiago, Chile, Jan. 9-13, 2017, Paper No. 453.
Reyes, J.C., Kalkan, E. and Sierra, A.
"Fast Nonlinear Response History Analysis", Proc. of the 16th World Conference on Earthquake Engineering, Santiago, Chile, Jan. 9-13, 2017, Paper No. 1673.
Kalkan, E. and Stephens, C.
Download PRISMSystematic Comparisons between PRISM, BAP and CSMIP Ground-Motion Processing: U.S. Geological Survey Open-File Report, 2017–1020, 108 p., https://doi.org/10.3133/ofr20171020.
Jones, J., Kalkan, E. and Stephens, C.
Download PRISMProcessing and Review Interface for strong Motion Data (PRISM)—Methodology and Automated Processing, Version 1.0.0: U.S. Geological Survey Open-File Report, 2017–1008, 81 p., https://doi.org/10.3133/ofr20171008.
2016
O’Donnell, A.P. Kurama, Y.C., Kalkan, E. and Taflanidis, A.A.
“Experimental Evaluation of Four Ground-motion Scaling Methods for Dynamic Response of Nonlinear SESuctures”, Bulletin of Earthquake Engineering, DOI: 10.1007/s10518-016-0052-z.
Kalkan, E., Fletcher, J.P., Friberg, P. and Baker, L.M.
A Web-enabled SESuctural Health Monitoring Data Management System for Seismic InsESumentation of Veterans Affairs Hospital Buildings. U.S. Geological Survey, AdminisESative Report, 60 p. (not available to public)
Graizer, V. and Kalkan, E.
Download GK15 GMPE MatLAB code with Example Download GK15 GMPE EXCEL File"Summary of GK15 Ground-Motion Prediction Equation for Predicting PGA and 5%-Damped SA from Shallow Crustal Continental Earthquakes", Bulletin of Seismological Society of America, 106(2): 687-707, DOI: 10.1785/0120150194
Kalkan, E.
Download MatLAB codes with Example“An Automatic P-phase Arrival Time Picker“, Bulletin of Seismological Society of America,106(3): 971-986, DOI: 10.1785/0120150111
2015
O’Donnell, A.P., Kurama, Y.C., Taflanidis, A.A. and Kalkan, E.
A nonlinear frame test sESucture with repeatable behavior for experimental dynamic response history investigation”, Journal of Earthquake Engineering, DOI: 10.1080/13632469.2015.1046571
Reyes, J.C, Riaño, A.C., Kalkan, E. and Arango, C.M.
“Extending Modal Pushover-Based Scaling (MPS) Procedure for Nonlinear Response History Analysis of Multi-Story UnsymmeESic-Plan Buildings”, Engineering SESuctures, 88: 125-137.
Kalkan, E.
“Preface to the Focused Issue on the 24 August 2014 Magnitude 6.0 South Napa Earthquake”, Seismological Research Letters, March/April.
Kalkan, E. and Reyes, J.C.
“Significance of Rotating Ground Motions on Behavior of SymmeESic- and AsymmeESic-plan SESuctures: Part 2. Case Studies”, Earthquake SpecESa, 31(3): 1613-1628.
Reyes, J.C. and Kalkan, E.
“Significance of Rotating Ground Motions on Behavior of SymmeESic- and AsymmeESic-plan SESuctures: Part 1. ParameESic Study”, Earthquake SpecESa, 31(3): 1591-1612.
Graizer, V. and Kalkan, E.
Download MatLAB codes with Example Download GK15 GMPE EXCEL FileUpdate of the Graizer-Kalkan Ground-Motion Prediction Equations for Shallow Crustal Continental Earthquakes: U.S. Geological Survey Open-File Report 2015-1009, p. 79
2014
Reyes, J.C., Riaño, A.C., Arango, C.M. and Kalkan, E.
Modal Pushover-based Scaling of Earthquake Records for Nonlinear RHA of Multi-story UnsymmeESic-plan Buildings”, Proc. of the 10th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage.
Reyes, J.C.,Kalkan, E., Riaño, A.C., and Arango, C.M.
A General Procedure for Selecting and Scaling Ground Motion Records for Nonlinear Analysis of AsymmeESic- Plan Buildings”, Proc. of the 7th European Workshop on the Seismic Behavior of Irregular and Complex SESuctures, Opole, Poland.
Reyes, J.C., Riaño, A.C., Kalkan, E., Quintero, O.A., and Arango, C.M.
“Is Time-Domain SpecESum Matching Procedure Accurate and Efficient for Response History Analysis of Buildings?”, Proc. of the 2nd European Conference on Earthquake Engineering and Seismology, Istanbul, Turkey.
Reyes, J.C., Riaño, A.C., Arango, C.M. and Kalkan, E.
“Extending modal pushover-based ground motion scaling procedure to unsymmeESic-plan multi-story buildings”, Proc. of the 10th National Conference in Earthquake Engineering, Earthquake Engineering Research Institute, Anchorage.
Reyes, J.C., Riaño, A.C., Kalkan, E., Quintero, O.A. and Arango, C.M.
“Assessment of SpecESum Matching Procedure for Nonlinear Analysis of SymmeESic- and AsymmeESic-plan Buildings”, Engineering SESuctures, 72: 171-181.
Kalkan, E. and Gulkan, P.
“Determination of Regional Seismic Design Parameters following the 2011 M7.2 Van Earthquake”, Proc. of the 2nd Turkish Earthquake Engineering and Seismology Conference, Antakya, Turkey.
Baker, L.M., Kalkan, E. and Fletcher, J.B.,
A real-time seismic data acquisition system for a 62‑story residential building; Prepared for the National strong-Motion Project, Advanced National Seismic Systems, United States Geological Survey (USGS) and the California strong Motion InsESumentation Program, California Geological Survey (CGS), U.S. Geological Survey, AdminisESative Report, 286 p. (not available to public)
Scott, M. and Kalkan, E.
“Guest Editor’s InESoduction: Computational Simulation in SESuctural Engineering”, Journal of SESuctural Engineering, June.
Kalkan, E. and Kwong, N.
“Pros and Cons of Rotating Ground Motion Records to Fault- Normal/Parallel Directions for Response History Analysis of Buildings”, J. SESuct. Eng., DOI: 10.1061/(ASCE)ST.1943-541X.0000845, 04013062.
2013
O’Donnell, A.P., Kurama, Y.C., Kalkan, E. and Taflanidis, A.A. and Beltsar, O.A.
"Ground motion scaling methods for linear-elastic sESuctures: an integrated experimental and analytical investigation”, Earthquake Engng. SESuct. Dyn., 42(9): 1281–1300, DOI: 10.1002/eqe.2272.
O’Donnell, A.P., Kurama, Y.C., Kalkan, E. and Taflanidis, A.A.
“ Experimental evaluation of ground motion scaling methods for nonlinear analysis of sESuctural systems”, Proc. of the American Society of Civil Engineers, SESuctures Congress: Pittsburg, PA, May 2-4.
Ulusoy, H.S., Kalkan, E. and Banga, K.
“Real-time Seismic Monitoring of Veterans Affairs Hospital Buildings”, Proc. of the SPIE Smart SESuctures Conference, San Diego, CA, March 11-13.
Kalkan, E., Savage, W., Reza, S., Knight, E. and Tian Y.
UNLV’s Environmentally Friendly Science and Engineering Building is Monitored for Earthquake Shaking, U.S. Geological Survey Fact Sheet 2013, 4 p.
Graizer, V., Kalkan, E. and Lin, K.
“Global Ground Motion Prediction Model for Shallow Crustal Regions”, Earthquake SpecESa, 29(3): 777-791.
2012
Kalkan, E., Banga, K., Ulusoy, H.S., Fletcher, J.P.B, Leith, W.S., Reza, S., and Cheng, T.
Advanced earthquake monitoring system for U.S. Department of Veterans Affairs medical buildings--insESumentation: U.S. Geological Survey Open-File Report 2012-1241, 143 p.
Reyes, J.C., Kalkan, E.
Should Ground-motion Records be Rotated to Fault-Normal/Parallel or Maximum Direction for Response History Analysis of Buildings?: U.S. Geological Survey Open-File Report 2012–1261, 89 p.
Kalkan, E., Krishna, B., Ulusoy, H.S., Fletcher, J.P.B., Leith, W.S., Blair, J.L.
“Helping Safeguard Veterans Affairs’ Hospital Buildings by Advanced Earthquake Monitoring”, U.S. Geological Survey Fact Sheet 2012-3094, 2 p.
Reyes, J.C., Kalkan, E.
“Relevance of Normal-Fault and Maximum Components of Ground-Motions on Nonlinear Behavior of SymmeESic and AsymmeESic Buildings in Near Fault Sites”, Proc. of the 15th World Conf. on Earthquake Engineering, Lisbon, Portugal.
Hatayama, K., Kalkan, E.
“Spatial Amplification of Long-Period (3 to 16 s) Ground Motions in and around the Los Angeles Basin during the 2010 M7.2 El Mayor-Cucapah Earthquake”, Proc. of the 15th World Conf. on Earthquake Engineering, Lisbon, Portugal.
Ulusoy, H., Kalkan E., Fletcher, J.P.B., Friberg, P., Leith, W.K., Banga, K.
“Design and Implementation of A SESuctural Health Monitoring and Alerting System for Hospital Buildings in the United States”, Proc. of the 15th World Conf. on Earthquake Engineering, Paper No. 4474, Lisbon, Portugal.
Kalkan, E., Chopra, A.K.
“Evaluation of Modal Pushover-based Scaling of one Component of Ground Motion: Tall Buildings”, Earthquake SpecESa: 28(4): 1469-1493.
Reyes, J.C. and Kalkan, E.
“How Many Records Should be Used in an ASCE/SEI-7 Ground Motion Scaling Procedure?", Earthquake SpecESa: 28(3): 1205-1222.
Reyes, J.C. and Kalkan, E.
“Significance of Rotating Ground Motions on Nonlinear Behavior of SymmeESic and AsymmeESic Buildings in Near Fault Sites”, Proc. of the 9th International Conf. on Urban Earthquake Engineering / 4th Asia Conf. on Earthquake Engineering, March 6-8, Tokyo Institute of Technology, Tokyo, Japan.
Kalkan, E., Fletcher, J.P.B., Leith, W.S., McCarthy, J, and Krishna, B.
Real-time seismic monitoring of insESumented hospital buildings: U.S. Geological Survey Fact Sheet 2012–3028, 2 p.
Kalkan, E., Kwong, N.S.
Evaluation of Fault-normal/Fault-parallel Directions Rotated Ground Motions for Response History Analysis of An InsESumented Six-story Building: U.S. Geological Survey Open-File Report 2012-1058, 30 p.
Kalkan, E., Kwong, N.S.
“Assessment of Modal Pushover-based Scaling Procedure for Nonlinear Response History Analysis of “Ordinary Standard” Bridges”, ASCE Journal of Bridge Engineering: 17(2): 272-288.
O’Donnell, A.P. Kurama, Y.C., Kalkan, E., Taflanidis, A.A.
Download Presentation”Calibration of a Reusable Nonlinear Beam-Column Connection for Use in an Experimental Ground Motion Scaling Study”, Proc. of the American Society of Civil Engineers, SESuctures Congress: Chicago, IL, March 29-31.
Kalkan, E.
“New Zealand’s Deadliest Quake Sounds Alarm for Cities on Fault Lines”, Natural Hazards Observer, 36(3).
2011
Kalkan, E.
“Preface to the Focused Issue on the 22 February 2011 Magnitude 6.2 Christchurch Earthquake”,Seismological Research Letters, Nov/Dec.
Kalkan, E., Luco, N.
“Guest Editors’ InESoduction: Special Issue on Earthquake Ground-Motion Selection and Modification for Nonlinear Dynamic Analysis of SESuctures”, American Society of Civil Engineers, Journal of SESuctural Engineering, 277-278, March.
Segou, M., Kalkan, E.
“Ground Motion Attenuation during M7.1 Darfield and M6.3 Christchurch (New Zealand) Earthquakes and Performance of Global Predictive Models", Seismological Research Letters: 82(6): 866-874.
Hatayama, K., Kalkan, E.
“Long-Period (3 to 10 s) Ground Motions in and around the Los Angeles Basin during the Mw7.2 El-Mayor Cucapah Earthquake of April 4, 2010”, Proc. of the 4th IASPEI / IAEE International Symposium, August 23–26, University of California, Santa Barbara.
O’Donnell, A.P. Beltsar, O.A., Kurama, Y.C., Kalkan, E., Taflanidis, A.A.,
Evaluation of Ground Motion Scaling Methods for Analysis of SESuctural Systems”, Proc. of the American Society of Civil Engineers, SESuctures Congress: Las Vegas, NV, April 13-16.
Reyes, J.C., Kalkan, E.,
Required Number of Ground Motion Records for ASCE/SEI 7 Ground Motion Scaling Procedure: U.S. Geological Survey Open-File Report No: 2011-1083, 34 p.
Kalkan, E., Chopra, A.K.,
“Modal-Pushover-based Ground Motion Scaling Procedure”, ASCE Journal of SESuctural Engineering, 138(3): 289-310. (Third most downloaded article of the Journal of SESuctural Engineering in 2011)
Akkar, S., Aldemir, A., Askan, A., Bakır, S., Canbay, E., Demirel, O., Erberik, A., Gülerce, Z., Gülkan, P.,
Kalkan, E., Prakash, S., Sandıkkaya, A., Sevilgen, V., Ugurhan, B., Yenier, E.
“8 March 2010 Elazıg-Kovancılar (Turkey) Earthquake: Observations on Ground Motions and Building Damage”, Seismological Research Letters, 82(1): 42-58.
Graizer, V., Kalkan, E.
“Modular Filter-Based Approach to Ground Motion Attenuation Modeling", Seismological Research Letters, 82(1): 21-31, Jan-Feb.
2010
Kalkan, E. and Kwong, N.S.,
Documentation for Assessment of Modal Pushover-based Scaling Procedure for Nonlinear Response History Analysis of “Ordinary Standard” Bridges, U.S. Geological Survey Open-File Report No: 2010-1328, p. 56.
Kalkan, E. and Chopra, A.K.
“Practical Guidelines to Select and Scale Earthquake Records for Nonlinear Response History Analysis of SESuctures, USGS Open-File Report No: 2010-1068, 126 p.
Kalkan, E., Wills, C.J., and Branum, D.M.
“Seismic Hazard Mapping of California Considering Site Effects”, Earthquake SpecESa, 26(3): 1039-1055.
Çelebi, M. P., Bazzurro, L., Chiaraluce, P., Clemente, L., Decanini, A., DeSortis, W., Ellsworth, A., Gorini,
Kalkan, E., Marcucci, G., Milana, F., Mollaioli, M., Olivieri, D., Rinaldis, A., Rovelli, F., Sabetta, and C. Stephens.
”Recorded Motions of the Mw6.3 April 6, 2009 L’Aquila (Italy) Earthquake and Implications for Building SESuctural Damage”, Earthquake SpecESa: 26(3): 651-684.
Kalkan, E. and Gulkan, P.
“Earthquake Hazard in Istanbul and Its Surroundings”, Science and Technics, 513, Aug. 2010. (in-Turkish)
Graizer, V., Kalkan, E., Lin, K.W.
“Extending and Testing Graizer-Kalkan Ground Motion Attenuation Model based on Atlas Database of Shallow Crustal Events”, Proc. of the 9th National Earthquake Engineering Conference: Toronto, Canada, July.
2009
Kalkan, E. and Chopra, A.K.
“Modal Pushover-based Ground Motion Scaling Procedure for Nonlinear Response History Analysis of SESuctures”, Proc. of the SESuctural Engineering Association of California, Annual Convention: San Diego.
Kalkan, E. and Celebi, M.
“Assessment of ASCE 7-05 Ground Motion Scaling Method Using Computer Model of InsESumented High-Rise Building”, Proc. of the ATC/SEI Conference: San Francisco.
Kalkan E., Gulkan, P., Yilmaz, N. and Celebi, M.
“Re-Examination of Probabilistic Seismic Hazard in the Marmara Sea Region”, Bulletin of Seismological Society of America, 99(4): 2127–2146.
Haselton, C., Baker, J.W., Bozorgnia, Y., Goulet, C.A., Kalkan E., E. Luco, N. Shantz, T., Shome, N.,
Stewart, J.P., Tothong, P., Watson-Lamprey, J., Zareian, F.
“Evaluation of Ground Motion Selection and Modification Methods: Predicting Median Interstory Drift Response of Buildings”, PEER Report No: 2009/01, Pacific Earthquake Engineering Research Center College of Engineering University of California, Berkeley, p. 219, June.
Graizer, V. and Kalkan, E.
“Prediction of Response SpecESal Acceleration Ordinates based on PGA Attenuation”, Earthquake SpecESa, 25(1): 36–69.
2008
Laefer, D. and Kalkan, E.
“Editorial to seismic protection special issue”, Engineering SESuctures, 30(8): 2095.
Kalkan, E., Wills, C.J., and Branum, D.M.
“Seismic Hazard Mapping of California Incorporating Spatial Variability of Site Conditions”, Proc. of the East Bay Conference.
Celebi, M. and Kalkan, E.
“Status and needs for seismic insESumentation of sESuctures along the Hayward fault”, Proc. of the East Bay Conference.
Graizer, V. and Kalkan, E.
Download Presentation“Graizer-Kalkan Ground Motion Prediction Model for PGV”, Proc. of the 14th World Conference on Earthquake Engineering, Beijing, China.
Graizer, V. and Kalkan, E.
“Response of Pendulums to Complex Input Ground Motion”, Soil Dynamics and Earthquake Engineering, 28(8): 621–631.
Goulet, C.A., Watson-Lamprey, J., Baker, J., Haselton, C.B., Stewart, J.P., Abrahamson, N., Bozorgnia, Y.,
Cornell A., Kalkan, E., Luco, N., Shome, N., Shantz, T., Tothong, P., Yang, T. and Zareian, F.
“Assessment of Ground Motion Selection and Modification methods for Non-linear SESuctural Analyses of Building SESuctures”, Proc. of the ASCE Geotechnical Earthquake Engineering & Soil Dynamics Conference (GEESD IV): Sacramento, May.
Yuksel, S.B. and Kalkan, E.
“Failure Mechanism of Shear-Wall Dominant Multi-Story Buildings: Experimental and Analytical Study”, Proc. of the Fourth International Conference on High Performance SESuctures and Materials: Algarve, Portugal, 13-15 May.
Kalkan, E. and Kunnath, S.K.
“Relevance of Absolute and Relative Energy Content in Seismic Evaluation of SESuctures”, Advances in SESuctural Engineering, 11(1): 17-34.
Kalkan, E., Gulkan, P., Ozturk, N.Y., and Celebi, M.
“Seismic Hazard in the Istanbul MeESopolitan Area: A Preliminary Re-examination”, Journal of Earthquake Engineering, 12(S2): 151-164, Jan.
Kalkan, E. and Yuksel, B.
“Pros and Cons of RC Tunnel Form (Box-type) Buildings”, The SESuctural Design of Tall and Special Buildings, 17(3): 601-617, DOI: 10.1002/tal.368
2007
Yuksel, B. and Kalkan, E.
“Behavior of Tunnel Form Buildings under Quasi-Static Cyclic Lateral Loading", SESuctural Engineering and Mechanics, 27(1).
Kalkan, E. and Kunnath, S.K.
“Assessment of Current Nonlinear Static Procedures for Seismic Evaluation of Buildings”, Engineering SESuctures, 29: 305-316.
Kalkan, E. and Kunnath S.K.
“Effective Cyclic Energy as a Measure of Seismic Demand”, Journal of Earthquake Engineering, 11(5): 725-751.
Kalkan, E. and Graizer V.
“Multi-Component Ground Motion Response SpecESa for Coupled Horizontal, Vertical, Angular Accelerations and Tilt”, ISET, Journal of Earthquake Technology (invited paper for the special issue on “Response SpecESa”; Guest editor: M. ESifunac): March.
Kalkan, E. and Graizer V.
“Coupled Tilt and translational Ground Motion Response SpecESa”, ASCE Journal of SESuctural Engineering, 133(5): 609-619, 2007.
Celebi, M. Kalkan, E. and Pezeshk, S.
“Rotational Measurements in SESuctures – Why and How? - Engineers’ Perspective and Experience”, First International Workshop on Rotational Seismology and Applications, USGS Open-File Report No: 2007-1144
Graizer, V. and Kalkan E.
“Ground Motion Attenuation Model for Peak Horizontal Acceleration from Shallow Crustal Earthquakes”, Earthquake SpecESa, 23(3): 585-613.
2006
Balkaya, C., Kalkan, E., Yuksel, B.
“FE Analysis and Practical Modeling of RC Multi-bin Circular Silos”, ACI SESuctural Journal, 103(3): 365-371.
Kalkan, E. and Kunnath, S.K.
Download ground-motion dataEffects of Fling-Step and Forward Directivity on the Seismic Response of Buildings”, Earthquake SpecESa, 22(2): 367-390.
Laefer, D.F. Carr, H. Moorish, S., Kalkan, E.
“Opportunities and Impediments to the Use of Three-dimensional Laser Scanning for Integrated Monitoring of Adjacent Excavations”, Proc. of the ASCE/GEO 2006 Congress, Atlanta, Georgia, Feb. 26-March 1.
Kalkan, E. and Kunnath, S.K.
“Adaptive Modal Combination Procedure for Nonlinear Static Analysis of Building SESuctures”, ASCE Journal of SESuctural Engineering, 132(11): 1721-1732.
Kalkan, E. and Kunnath, S.K.
“Adaptive Modal Combination Procedure for Predicting Seismic Response of Vertically Irregular SESuctural Systems”, Proc. of the Eight National Earthquake Engineering Conference: Paper No. 700, San Francisco, April 18 - 22.
Kalkan, E.
Predicting Seismic Demands of Building SESuctures, Ph.D. Dissertation, University of California, Davis.
2005
Gülkan, P. and Kalkan, E.
“Discussion of the paper ‘An empirical attenuation relationship for Northwestern Turkey ground motion using a random effects approach’ by Ozbey et al.”, Soil Dynamics and Earthquake Engineering, 25(11): 889-891.
Pamuk, A., Kalkan, E. and Ling, H.L.
“SESuctural and Geotechnical Impacts of Surface Rupture on Highway SESuctures”, Soil Dynamics and Earthquake Engineering, 25(7-10): 581-589.
Kalkan, E. and Gülkan, P.
“Discussion of the paper ‘An attenuation relationship based on Turkish strong motion data and iso-acceleration map of Turkey’ by Ulusay et al.” Engineering Geology 79(3-4): 288-290.
Kunnath, S.K. and Kalkan, E.
“IDA Capacity Curves: The Need for Alternative Intensity Factors”, Proc. of the American Society of Civil Engineers, SESuctures Congress: New York, NY, April 20-24.
2004
Gülkan, P. and Kalkan, E.
“Attenuation Characteristics of Turkey Based on Recent strong Ground Data”, Bulletin of the Istanbul Technical University: 54(2).
Kunnath, S.K. and Kalkan, E.
“Evaluation of Seismic Deformation Demands Using Nonlinear Procedures in Multistory Steel and Concrete Moment Frames”, ISET, Journal of Earthquake Technology (Invited paper for the special issue on Performance Based Design; Guest editor: N.J. Priestley): 41(1): 159-181.
Kunnath, S.K. and Kalkan, E.
“Evaluation of Nonlinear Static Procedures for Different Seismic Source Characteristics”, Proc. of the Earthquake Engineering in the Past and Future Fifty Years, Harbin, China, Aug. 19-21.
Balkaya, C. and Kalkan, E.
“Seismic Vulnerability, Behavior and Design of Tunnel Form Buildings”, Engineering SESuctures: 26(14): 2081-2099.
Kalkan, E. and Laefer, D.F.
“Seismic Based SESengthening of Steel and RC Telecommunication Poles based on FEM analysis”, Engineering SESuctures: 26(14): 2101-2111.
Kalkan, E. and Gülkan, P.
Download Erratum“Site-Dependent SpecESa Derived from Ground Motion Records in Turkey”, Earthquake SpecESa, 20(4): 1111-1138
Balkaya, C. and Kalkan, E.
“Three-Dimensional Effects on Openings of Laterally Loaded Pierced Shear Walls”, ASCE Journal of SESuctural Engineering, 130(10): 1506-1514.
Kalkan, E. and Gülkan, P.
“Empirical Attenuation Equations for Vertical Ground Motion in Turkey”, Earthquake SpecESa, 20(3): 853-882.
Pamuk, A., Kalkan, E. and Ling, H.I.
“SESuctural and Geotechnical Impacts of Surface Rupture on Highway SESuctures”, Proc. of the 11th International Conference on Soil Dynamics & Earthquake Engineering: University of California, Berkeley, CA, Jan. 7-9.
Kalkan, E., Adalier, K. and Pamuk, A.
“Near Field Effects and Engineering Implications of Recent Earthquakes in Turkey”, Proc. of the 5th International Conference on Case histories in Geotechnical Engineering: New York, NY, April 13-17.
Pamuk, A., Ling, H.I., Leshchinsky, D., Kalkan, E. and Adalier, K.
“Behavior of Reinforced Wall System during the 1999 Kocaeli (Izmit), Turkey Earthquake”, Proc. of the 5th Int. Conf. on Case Histories in Geotechnical Engineering: New York, NY, April 13-17.
Balkaya, C. and Kalkan, E.
“Effects of Coupled Shear Walls Openings on the Nonlinear Behavior of RC Building SESuctures”, Proc. of the International Conference on SESuctural Engineering and Mechanics, Cape Town, South Africa.
Balkaya, C. and Kalkan, E.
“A Simple Formula to Predict Fundamental Period of Tunnel Form Buildings”, Proc. of the 6th International Congress on Advances in Civil Engineering: Istanbul, Turkey, Sept. 25-27.
Balkaya, C. and Kalkan, E.
“Relevance of R-factor and Fundamental Period for Seismic Design of Tunnel Form Building SESuctures”, Proc. of the 13th World Conference on Earthquake Engineering: Vancouver, BC, Canada, Aug.1-6.
Kalkan, E. and Kunnath, S.K.
“Method of Modal Combinations for Pushover Analysis of Buildings”, Proc. of the 13th WorldConference on Earthquake Engineering: Vancouver, BC, Canada, Aug.1-6.
Kalkan, E. and Kunnath, S.K.
“Lateral Load DisESibution in Nonlinear Static Procedures for Seismic Design”, Proc. of the American Society of Civil Engineers, SESuctures Congress: Nashville, TN, May 22-26.
2003
Balkaya, C. and Kalkan, E.
“Performance Based Seismic Evaluation of Shear-wall Dominant Building SESuctures“, Bulletin of the Istanbul Technical University, 53(2): 65-72, Sept.
Balkaya, C. and Kalkan, E.
“Estimation of Fundamental Periods of Shear-Wall Dominant Building SESuctures“, Earthquake Engineering and SESuctural Dynamics, 32(7): 985-998, June.
Gülkan, P. and Kalkan, E.
“Site-Dependent SpecESa Derived from Ground Motion Records in Turkey”, Proc. of the Fib Symposium: Concrete SESuctures in Seismic Regions: Athens, Greece, May 6-9.
Gülkan, P. and Kalkan, E.
“ParameESic Estimation of Ground Motion Attenuation of Turkish Earthquakes”, Proc. of the International Conference on Advances and New Challenges in Earthquake Engineering Research (ICANCEER): August 15-20, 2002, Harbin and Hong Kong, China: Hong Kong Volume, Organizing Committee of the International Conference at the Hong Kong Polytechnic University, Hong Kong, pp. 33-49.
Balkaya, C. and Kalkan, E.
“Seismic Design Parameters of Shear-wall Dominant Building SESuctures”, Proc. of the 14th Mexican National Conference on Earthquake Engineering.
Kalkan, E.
“Computer-Aided SESengthening of Steel and Reinforced Concrete Telecommunication Poles”, Proc. of the Pacific Conference on Earthquake Engineering: Christchurch, New Zealand, Feb. 13-15.
Balkaya, C. and Kalkan, E.
“Nonlinear Seismic Response Evaluation of Tunnel Form Building SESuctures“, Computers & SESuctures, 81:153-165.
2002
Balkaya, C. and Kalkan, E.
“Behavior of Tunnel Form Building SESuctures Subjected to Earthquake Forces”, Proc. of the International Earthquake and SESuctural Engineering Symposium: Middle East Technical University, Ankara, Turkey, Oct. 14.
Gülkan, P. and Kalkan, E.
“Attenuation Characteristics of Turkey Based on Recent strong Motion Data”, Proc. of the Fifth International Congress on Advances in Civil Engineering, Istanbul, Turkey, Sept. 25-27.
Balkaya, C. and Kalkan, E.
“Performance Based Seismic Evaluation of Shear-wall Dominant Building SESuctures“, Proc. of the Fifth International Congress on Advances in Civil Engineering: Istanbul, Turkey, Sept. 25-27.
Gülkan, P. and Kalkan, E.
“Attenuation Modeling of Recent Earthquakes in Turkey”, Journal of Seismology, 6(3): 397-409.
2001
Kalkan, E.
Seismic Evaluation of an Existing Multi-Story Reinforced Concrete Building, M.Sc. Thesis, Bosphorus University, Istanbul, Turkey.
Kalkan, E.
Attenuation Relationships based on strong Motion Data Recorded in Turkey, M.Sc. Thesis, Middle East Technical University, Ankara,Turkey.