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Refereed Publications/Book:

·         Esmaeily Asad; “Effects of Load Pattern on the Performance of RC Columns; Seismic Performance of Bridge Columns Subjected to Various Load Patterns”, September 2010, ISBN: 978-3-639-29168-1

·         Esmaeily A., “Experimental Methods in Damage Detection and Wind Engineering”. (2013). ASCE Journal of Engineering Mechanics, Special Issue, March 2013, Volume 139, Issue 3, pp. 247-408

·         Qiao, L., Esmaeily, A., & Melhem, H. G. (2012). “Signal pattern recognition for damage diagnosis in structures.” Computer-Aided Civil and Infrastructure Engineering, 27(9), 699-710 – Impact Factor: 3.382

·         Rasheed, H. A., El-Fattah, A. M. A., Esmaeily, A., Jones, J. P., & Hurst, K. F. (2012). “Software for adaptable eccentric analysis of confined concrete circular columns.” Computers & Concrete, 10(4), 331-347.

·         Halim A. H., Esmaeily A., Rasheed H. A. (2012): “Behaviour of RC beams under combined shear and torsion according to AASHTO LRFD and ACI equations”, The IES Journal Part A: Civil & Structural Engineering, 5:2, 95-105

·         Halim, A. H., Rasheed, H. A., & Esmaeily, A. (2012). “Evaluation of shear design provisions for shear-critical concrete beams”. The IES Journal Part A: Civil & Structural Engineering, 5(2), 106-116.

·         L. Qiao, A. Esmaeily. (2011). “An Overview of Signal-Based Damage Detection Methods”, Journal of Applied Mechanics and Materials Vols. 94-96, pp 834-851

·         Abd El-Fattah, A., Rasheed, H. A., & Esmaeily, A. (2011). A new eccentricity-based simulation to generate ultimate confined interaction diagrams for circular concrete columns. Journal of the Franklin Institute, 348(7), 1163-1176.

·         Rim Nayal, Robert J. Peterman, and Asad Esmaeily. (2010). “Parametric Study of Posttensioned Inverted-T Bridge System for Improved Durability and Increased Span-to-Depth Ratio”, ASCE Journal of Bridge Engineering, November/December 2010, Volume 15, No. 6, Pp. 731-739

·         Shahin Nayyeri Amiri, Asad Esmaeily. (2010).   “Investigation of Failure in Aeolotropic, Simply Supported Round Plates” Journal of International Review of Mechanical Engineering, Vol. 4. n. 7, pp. 805-811

·         M. K. Bahrani, A. Vasseghi,  A. Esmaeily, M. Soltani.(2010) “Experimental Study on Seismic Behavior of Conventional Concrete Bridge Bents”,  Journal of Seismology and Earthquake Engineering (JSEE), Vol. 12, No. 3, Pp 107-118

·         Shahin Nayyeri Amiri, Asad Esmaeily. (2010). “Response of Resilient-End Supported Beam on Elastic Sub-Grade to a Moving Point Load”, Review of Civil Engineering (IRECE), Praise Worthy Prize S.r.l., Vol. 1. n. 3, pp. 193-200, July 2010

·         Shahin Nayyeri Amiri, Asad Esmaeily. (2010). “Unlimited Beam Response to a Rolling Body on Elastic Sub-grade” Journal of International Review of Civil Engineering, Vol 1, No.4, September 2010.

·         Nayyeri-Amiri Shahin, Esmaeily Asad. (2010). “Prediction of Dynamic Response of Stiffened Rectangular Plates Using Hybrid Formulation”, Journal of Engineering Science and Technology, September 2010, Volume 5, Issue 3, Pp 264-271 (or 251-263)

·         Decker, B. R., Rasheed, H. A., Peterman, R. J., Esmaeily, A., Melhem, H. G. (2009). “Exploring Wireless Strain Measurement for Civil Infrastructure,” Strain: An International Journal for Experimental Mechanics, Published in Dec. 2009, Vol.=45. pp. 547-552

·         El-Fattah A., Rasheed H., Esmaeily A. (2009). “A new eccentricity-based simulation to generate ultimate confined interaction diagrams for circular concrete columns”, Elsevier Journal of the Franklin Institute, doi:10.1016/j.jfranklin.2009.10.005, In Press, Corrected Proof, Available online 25 October 2009

·         L. Qiao, A. Esmaeily, H. Melhem. (2009). “Structural Damage Detection using Signal Pattern-Recognition”, Journal of Key Engineering materials, (book title: Advances in Concrete and Structures) Vols. 400-402 pp 465-470, online at http://www.scientific.net, (2009) Trans Tech Publications, Switzerland

·         Mohammad Heidarzadeha, Moharram D. Pirooza, Nasser H. Zakerb, Ahmet C. Yalciner, Asad Esmaeily. (2008). “Historical Tsunami in the Makran Subduction Zone off the Southern Coasts of Iran and Pakistan and Results of Numerical Modeling”, Elsevier,  Ocean Engineering Volume 35, Issues 8-9, June 2008, Pages 774-786

·         B. Decker, H. Rasheed, A. Esmaeily, R. Peterman, H. Melhem. (2008). “Exploring Wireless Strain Measurement for Bridges”, Strain, an International Journal of Experimental Mechanics, (STRAIN-0198 Online), February 2008

·         L. Qiao, A. Esmaeily, H. Melhem. (2008). “Structural Damage Diagnosis Using Signal Pattern-Recognition Intelligent Computing”, 5th International Workshop of the European Group for Intelligent Computing in Engineering, ICE-08, Plymouth, UK, July 2-4, 2008, http://www.eg-ice-plymouth.org

·         Esmaeily, A., Peterman, R. (2007). “Performance Analysis Tool for Reinforced Concrete Members”, Journal of Computers & Concrete, October 2007, Vol.4, No. 5, Pp 331-346

·         Esmaeily A., Hart S. D., Gaitan B. (2007). “Discussion of “Unloading and Reloading Stress-Strain Model for Confined Concrete” by Junichi Sakai and Kazuhiko Kawashima”, ASCE Structural Journal, September 2007, Pp 1346-1347

·         Kyle H. Larson, Robert J. Peterman and Asad Esmaeily. (2007). “Bond Characteristics of  Self Consolidating Concrete for Prestressed Bridge Girders”, PCI Journal,  Volume 52, Number 4, Pp 44-57, July-August  Issue 2007(won the PCI Nasser Award on September 2009)

·         Esmaeily, A., Lucio K. (2006).  Analytical Performance of Reinforced Concrete Columns using Various Confinement Models”, ACI SP-238-6,pp-95-110

·         Esmaeily, A., Xiao, Y. (2005). “Behavior of Reinforced Concrete Columns under Variable Axial Loads: Analysis”, American Concrete Institute, ACI Structural Journal, Vol. 102, No. 5, Pp. 736-744, September-October 2005

·         Zohouri, S., Pirooz, M. D., Esmaeily, A. (2005). “Predicting Wave Run-Up using Full ALE Finite Element Approach considering Moving Boundary”, Computer Modeling in Engineering and Sciences, Vol. 7, No. 1 (ISSN 1526-1492), pp. 107-118

·         Esmaeily, A., Xiao, Y. (2004). “Behavior of Reinforced Concrete Columns under Variable Axial Loads”, American Concrete Institute, ACI Structural Journal, Vol.101, No.1, pp.124-132, January-February 2004

·         Esmaeily, A., Xiao, Y. (2002). “Seismic Behavior of Bridge Columns Subjected to Various Loading Patterns”, Pacific Earthquake Engineering Research Center, PEER 2002/15, pp. 321[1] , December 2002

·         Xiao, Y.; Esmaeily-Gh., A., and Wu, H. (1999). “High-Strength Concrete Beams Subjected to Cyclic Shear,” American Concrete Institute, ACI Structural Journal, Vol.96, No.3, pp.392-399

Research Reports:

·      K. Riding, A. Esmaeily, M. Mirzahosseini. (2012). “Measurement of the Pore Size Distribution of Limestone Aggregates in Concrete Pavement Cores, Phase I”, Report Number: KS-12-1, publication date: April 2012

·      Abd El Fattah A. M., Rasheed H. A. and Esmaeily A. “LRFD software for design and actual ultimate capacity of confined rectangular columns: Phase 1: Unconfined Analysis,” KTRAN project KSU-10-06

·      Halim, A. H., Rasheed, H. A., & Esmaeily, A. (2011). “Software for AASHTO LRFD Combined Shear and Torsion Computations Using Modified Compression Field Theory and 3D Truss Analogy” (No. K-TRAN: KSU-08-5). Kansas Department of Transportation.

·      Joseph R. Holste, Robert J. Peterman, Asad Esmaeily, “Evaluating the Time-Dependent and Bond Characteristics of Lightweight Concrete Mixes for Kansas Prestressed Concrete Bridges”, December 2010

·      Third Annual Report of the “KSU/ Kabul University Engineering Partnership”, funded by the World Bank, October 2010

·      Abd El Fattah, A. M., Rasheed, H. A., & Esmaeily, A. (2009). “Interactive Software for Design, Actual Ultimate Capacity and Health Monitoring of Confined Circular Columns” (No. K-TRAN: KSU-07-2).

·      Fattah, H. Rasheed, A. Esmaeily, “Eccentricity Based Ultimate Capacity Evaluation of Circular Columns”, (accompanying software called K-DOT Column Expert), April 2009

·      Second Annual Report of the “KSU/ Kabul University Engineering Partnership”, funded by the World Bank, July 2009

·      Esmaeily A., “A Technical Report on Structural Evaluation of the Meade County Reinforced Concrete Bridge”, Project C 1562 (RE-0423-01), Project Title: Development of a Simple Procedure for Evaluation of Bridge, Kansas Department of Transportation, April 2008

·      Shah Bhavik M., Peric Dunja, Esmaeily Asad, “Effects of Ambient Temperature Changes on Integral Bridges”, KTRAN project no. KSU-06-2; KDOT project no. RE-0403-01, December 2007

·      Esmaeily, “Structural Evaluation of Meade County Concrete Bridge”, A Technical Report, May 2007

·      R. A. Nayal, R. J. Peterman, A. Esmaeily, “Post-Tensioning the Inverted-T Bridge System for Improved Durability and Increased Span-To-Depth Ratio”, K-TRAN Project, February 2007

·      K. H. Larson, R. J. Peterman, A. Esmaeily, “Evaluating the Time-Dependent Deformations and Bond Characteristics of a Self-Consolidating Concrete Mix and the Implication for Pretensioned Bridge Applications”, K-TRAN (State and Federal support), December 2006

·      Esmaeily A., Akhnoukh A., “Feasibility of Using Clear-Span Arches for Short-Span Bridges”, K-TRAN Project Number KSU-05-3, Summer 2006

·      Esmaeily-Gh., A., Xiao, Y., “Seismic Behavior of Bridge Columns Subjected to Various Loading Patterns,” USC Structural Engineering Technical Report, USC_SERP 2001-2, April-2001

·      S. D. Hart, A. Esmaeily, “Hospital Facilities Design”, Memorial Health System (MHS), Abilene, Kansas, Summer 2007

·      Esmaeily-Gh., “A Muti-Spring Model for Circular Reinforced Concrete Sections,” Technical Report USC_SERP 1999, September-1999

·      Esmaeily-Gh., A., Xiao, Y., “Brief Operating Manual for Multi-Axis Motion Control System at USC Structural Laboratory,” USC Structural Engineering Laboratory USC_SERP 2000-3, 2000.

·      Esmaeily-Gh., A., Xiao, Y., “Behavior of Columns under Variable Axial Load,” USC Structural Engineering Technical Report USC_SERP 1999-1, October-1999.

·      Esmaeily-Gh., A., Xiao, Y., “High-Strength Concrete Beams Subjected to Cyclic Shear,” USC_SERP 1998-2, 1998

·      Esmaeily-Gh., A., “A Simple Method in Image-Halftoning,” Image Processing, Electrical Engineering Department, USC, 1999.

·      Esmaeily-Gh., A., “Brief Design Manual for RC Column-Beam Connections” Compiled in Persian, Kerman Regional Water Authority, Ministry of Energy, 1986

 

Conference Proceedings/ Presentations:                                                                      

·         Amelia Fader, Abdelmoneam Raef, and Assad Esmaeily, “Integration of Downhole Acoustic Televiewer Imaging, Ultrasonic Laboratory Shear waves velocity measurements and Multi-channel Analysis of Surface Waves for Geotechnical Site Characterisation: Riley and Douglas Counties Sites, Kansas, USA”,  SAGEEP 2012

·         Inayat A., Melhem H., Esmaeily A., “Critical Success Factors for Different Organizations in Construction Projects”,  proceeding of the 2nd International Conference for Sustainable Design, Engineering and Construction , ICSDEC2012 (http://icsdc.ci-asce.org/), Fort Worth, TX, November 7–9, 2012

·         Long Qiao, Asad Esmaeily, “An Overview of Signal-Based Damage Detection Methods”, 2011 International Conference on Civil Engineering and Transportation (ICCET 2011) (http://www.iccet.org)

·         Nayyeri Shahin, Esmaeily Asad, “Dynamic Response of Cantilever beams including the Effects of Shear Deformation and Rotary Inertia”, Engineering Mechanics Institute (EMI) 2011, June 2-4 2011, Northeastern University, Boston, Massachusetts

·         Nayyeri Shahin, Esmaeily Asad, “A Comprehensive Theory for Flexural Motion of Elastic Plate”, Engineering Mechanics Institute (EMI) 2011, June 2-4 2011, Northeastern University, Boston, Massachusetts

·         Shahin Nayyeri, Asad Esmaeily, “A Survey of Soil-Reinforcement Interface Friction”, Geo-Frontier 2011, ASCE 2011,  #281,  Dallas Texas 13-16 March 2011, URL: http://link.aip.org/link/?ASC/397/281, DOI: 10.1061/41165(397)281, Issue Table of Contents: http://link.aip.org/link/?ASC/397/41165/htmltoc, 2011

·         Amirali Mahouti, Shahin Nayyeri, Asad Esmaeily, “Effects of Different Pressure increment Rations on One Dimensional Consolidation”, Geo-Frontier 2011, ASCE 2011,  #286, Dallas Texas 13-16 March 2011, URL: http://link.aip.org/link/?ASC/397/286, DOI: 10.1061/41165(397)286, Issue Table of Contents: http://link.aip.org/link/?ASC/397/41165/htmltoc, 2011

·         Shahin Nayyeri, Asad Esmaeily, Amirali Mahouti, “A Realistic Theory of Soils Consolidation”, Geo-Frontier 2011, ASCE 2011,  #391, Dallas Texas 13-16 March 2011, URL: http://link.aip.org/link/?ASC/397/391, DOI: 10.1061/41165(397)391, Issue Table of Contents: http://link.aip.org/link/?ASC/397/41165/htmltoc, 2011

·         Ahmed Mohsen, H. Rasheed, A. Esmaeily, “Interactive Software for Actual Ultimate Capacity of Confined Circular Columns with and without FRP Wrapping”, ACI Spring 2011, Convention, Tampa, FL

·         Esmaeily A., Ataie F. F., “A Comparative Study of Strength Assessment Methods for RC Columns”, International Symposium on Life-Cycle Performance of Bridge and Structures (ISLPBS) Changsha, Hunan, China, June 27-29, 2010

·         Esmaeily A., “A Comparative Study of the Strength and Performance Evaluation Methods for Reinforced Concrete Column Sections”, International Institute of Earthquake Engineering and Seismology, Tehran, Iran, July 30th 2010

·         Esmaeily A., Pahwa A., Thompson G., Watts D., “Challenges and Opportunities in Strengthening Higher Education in Afghanistan”, ASEE 2010 Annual Conference, June 20-23, 2010, AC 2010-2354

·         Shahin Nayyeri, Asad Esmaeily, “Stress- Strain Correlation in a Composite Formed by Two Transversely Isotropic Resilient Materials”, 2010 International Conference on Mechanical and Aerospace Engineering, CMAE 2010

·         D. Peric, A. Esmaeily, V.K. Tadikamalla, “Effect of soil-structure interaction on internal forces in integral bridges”, Paper Ref: SEMC 2010/186,  SEMC 2010 International Conference, the Fourth International Conference on Structural Engineering, Mechanics and Computation, Cape Town, South Africa, September 2010

·         Nayyeri Shahin, Esmaeily Asad, “A realistic theory of soils consolidation”, 4th International Conference on Geotechnical Engineering & Soil Mechanics, 2~3 November, 2010, Tehran, Iran

·         Nayyeri Shahin, Esmaeily Asad, “Consolidation Behavior of Trampled Clays in a semi-saturated State”, 4th International Conference on Geotechnical Engineering & Soil Mechanics, 2~3 November, 2010, Tehran, Iran

·         Nayyeri Shahin, Esmaeily Asad, “unlimited beam response on elastic sub-grade to a rolling body”, Engineering Mechanics Institute (EMI) 2010, August 8-13 2010, Los Angeles, California

·         Nayyeri Shahin, Esmaeily Asad, “On the Non-Existence of Periodic, In-Phase, Extensional Oscillations of Flat Plates”, Engineering Mechanics Institute (EMI) 2010, August 8-13 2010, Los Angeles, California

·         Nayyeri Shahin, Esmaeily Asad, “A Comprehensive Theory for Flexural Motion of Elastic Plates”, Engineering Mechanics Institute (EMI) 2010, August 8-13 2010, Los Angeles, California

·         Nayyeri Shahin, Esmaeily Asad, “Dynamic Analysis of Orthotropic Plates using Energy Method”, Engineering Mechanics Institute (EMI) 2010, August 8-13 2010, Los Angeles, California

·         Esmaeily Asad, “A Comparative Study of Strength Assessment Methods for RC Columns”, Engineering Mechanics Institute (EMI) 2010, August 8-13 2010, Los Angeles, California

·         Esmaeily Asad, “Realistic Performance and Capacity Assessment Tool for Reinforced Concrete Bridge Piers: KSU_RC, Assessment of the Real Performance of Reinforced Concrete Members”, 92nd Annual Kansas Transportation Engineering Conference, Kansas State University Student Union, Manhattan, Kansas, Session II-A (Forum Hall), 10:45-11:15 am, Tuesday, April 13, 2010

·         Ahmed M. Abd El Fattah, Hayder A. Rasheed, Asad Esmaeily, “Confined Analysis for Eccentric Circular Columns”, ACI “High Performance Concrete for Sustainable Columns session, ACI Fall 2010 Convention

·         H. Rasheed, A. Esmaeily, “Interactive Software for Actual Ultimate Capacity of Confined Circular Columns with and without FRP Wrapping”, ACI Spring 2010 Convention, Open Paper Session

·         D. Peric, B. Shah, Esmaeily A., Kumar V., “Integral Bridges for a more Sustainable Transportation Infrastructure”, Building Partnerships and Pathways to Address Engineering Grand Challenges Conference, El Paso, Texas, February 8, 9 & 10, 2010

·         L. Qiao, A. Esmaeily and H. G. Melhem, “Damage Detection on a Three-Story Structure using Signal-Based Pattern Recognition”, Advances in Health Monitoring and System Identification Session (switched to Innovative Instrumentation and Experimental Methods in Engineering Mechanics, case: Impulse Applicator), The 2009 Joint ASCE-ASME-SES Conference on Mechanics and Materials, June 24 - 27, 2009, Virginia Tech, Blacksburg, VA

·         L. Qiao, S. Nayyeri, H. Rasheed, A. Esmaeily, “Comparison of Conventional and Wireless Data Acquisition Systems”, Innovative Instrumentation and Experimental Methods in Engineering Mechanics, The 2009 Joint ASCE-ASME-SES Conference on Mechanics and Materials, June 24 - 27, 2009, Virginia Tech, Blacksburg, VA

·         S. Nayyeri and A. Esmaeily, “Prediction of Dynamic Response of Stiffened Rectangular Plates using Hybrid Formulation”, Dynamics Session, The 2009 Joint ASCE-ASME-SES Conference on Mechanics and Materials, June 24 - 27, 2009, Virginia Tech, Blacksburg, VA

·         S. Nayyeri and A. Esmaeily, “Stresses in Thin, Multi-Layer Pipes in large Radial Vibrations”, Dynamics Session, The 2009 Joint ASCE-ASME-SES Conference on Mechanics and Materials, June 24 - 27, 2009, Virginia Tech, Blacksburg, VA

·         Shahin Nayyeri, Asad Esmaeily, “Investigation of Shear Wall Behavior with Composite Boundary Elements”, Contribution ID 1130, 8th World Congress on Structural and Multidisciplinary Optimization (WCSMO-8), LNEC Conference Centre in Lisbon, Portugal, June 1-5, 2009 (not presented)

·         Shahin Nayyeri, Asad Esmaeily, “Comparison of Concrete Tall Building Behavior using An Intermittent Shear Walls Form in One Frame with Continuous”, Contribution ID 1131, 8th World Congress on Structural and Multidisciplinary Optimization (WCSMO-8), LNEC Conference Centre in Lisboa, Portugal, June 1-5, 2009 (Abstract submitted January 10th 2009), Accepted all paper on March 19

·         Shahin Nayyeri, Asad Esmaeily, "Performance of integral-abutment bridges and the geotextile tensile reinforcement back-fill systems under near field earthquake loading" to the WCCE-ECCE-TCCE Joint Conference on "Earthquake and Tsunami", 22 - 24 June 2009, İstanbul, Turkey (submitted an the extended abstract sent again on March 2009), paper accepted and registered (oral presentation)

·         Shahin Nayyeri, Asad Esmaeily, "Performance of integral-abutment bridges and the geotextile tensile reinforcement back-fill systems under near field earthquake loading", Seventh International Conference on Earthquake Resistant Engineering Structures, 11 - 13 May 2009, Cyprus

·         Shahin Nayyeri, Asad Esmaeily, "Prediction of Dynamic Response of Stiffened Rectangular Plates using hybrid formulation”, ESMC2009, 7th EUROMECH Solid Mechanics Conference, September 7-11 2009, Lisbon, Portugal

·         S. Hart, A. Esmaeily, “Variations in FRP Confined Concrete Failure Modes Based on Sustained Load History”, Seventh International Conference on Composite Science and Technology (ICCST/7), January 20-22, 2009 - Sharjah, United Arab Emirates

·         Esmaeily, L. Qiao, H. Melhem, “Signal Based Damage Detection using Pattern-Recognition”, Seventh International Conference on Composite Science and Technology (ICCST/7), January 20-22, 2009 - Sharjah, United Arab Emirates

·         Abd El-Fattah, H. Rasheed, A. Esmaeily, Talha Junaid, “Eccentricity-Based Procedure for Analyzing Circular Concrete Filled Steel Tube Composites”, Seventh International Conference on Composite Science and Technology (ICCST/7), January 20-22, 2009 - Sharjah, United Arab Emirates

·         L. Qiao, A. Esmaeily, H. Melhem, “Signal Based Damage Detection using Pattern-Recognition”, Third International Conference on Modeling, Simulation, and Applied Optimization (ICMSAO'09), Sharjah, UAE January 20-22, 2009

·         Ahmed Abd El-Fattah, Hayder Rasheed, Asad Esmaeily, Kansas State University, “A New Eccentricity-Based Simulation to Generate Ultimate Confined Interaction Diagrams for Circular Concrete Columns”, Third International Conference on Modeling, Simulation, and Applied Optimization (ICMSAO'09), Sharjah, UAE January 20-22, 2009

·         Ahmed Abd El-Fattah, Hayder Rasheed and Asad Esmaeily, “Partial Confinement Utilization for Ultimate Analysis of Circular Concrete Columns”, ACI Fall 2008 Convention, St. Louis, Presentation: Tuesday, November 4, 2:00 PM- 5:00 PM Session C-223

·         L. Qiao, A. Esmaeily, H. Melhem, “Structural Damage Detection using Signal Pattern Recognition”, 12th International Conference on Computing in Civil and Building Engineering & 2008 International Conference on Information Technology in Construction, October 16-18, 2008, Beijing, China

·         H. Rasheed, A. Esmaeily, “Interactive Software for Actual Ultimate Capacity of Confined Circular Columns with and without FRP Wrapping”, KSU-07-2, Research Program Council, October 22, 2008, the Eisenhower State Office Building, Topeka Kansas

·         L. Qiao, A. Esmaeily, H. Melhem, “Structural Damage Detection using Signal Pattern Recognition”, Second international conference on Advances in Concrete & Structures 2ICACS-2008, Changsha City of Hunan Province, China, 19-21 June 2008

·         Abd El-Fattah, H. Rasheed, A. Esmaeily, Talha Junaid, “Eccentricity-based procedure for analyzing circular concrete filled steel tube composites”, Seventh International Conference on Composite Science and Technology (ICCST/7), January 20-22, 2009 - Sharjah, United Arab Emirates

·         L. Qiao, A. Esmaeily, H. Melhem,  “Structural Damage Diagnosis Using Signal Pattern-Recognition”, 12th International Conference on Computing in Civil and Building Engineering & 2008 International Conference on Information Technology in Construction, October 16 to 18, 2008, Beijing, China

·         Peric D., Shah B., Esmaeily A., “Three Dimensional Finite Element Modeling of an Integral Bridge Response to a Thermal Loading", Inaugural International Conference of the Engineering Mechanics Institute (EM08), Department of Civil Engineering, University of Minnesota, Minneapolis, Minnesota, May 18-21, 2008

·         L. Qiao, A. Esmaeily, H. Melhem, “Structural Damage Diagnosis Using Signal Pattern-Recognition Intelligent Computing”, 5th International Workshop of the European Group for Intelligent Computing in Engineering, ICE-08, Plymouth, UK, July 2-4, 2008, http://www.eg-ice-plymouth.org

·         Esmaeily A., Hart S., “Effects of Sustained Loading on the Performance of FRP Retrofitted Reinforced Concrete Columns”, the ASCE/ACI Committee 441 (Columns), ACI Spring 2008 Convention, Los Angeles, CA, March 30-April 3, 2008

·         Peric D., Shah B., Esmaeily A., “Three Dimensional Finite Element Modeling of Integral Bridges subjected to thermal loading”, 2008 Kansas Transportation Engineering Conference, April 15-16, 2008, Manhattan, Kansas

·         L. Qiao, A. Esmaeily, H. Melhem, “Bridge damage detection using Signal Pattern Recognition”, 2008 Kansas Transportation Engineering Conference, April 15-16, 2008, Manhattan, Kansas

·         L. Qiao, A. Esmaeily, H. Melhem, “Structural Damage Detection using Signal Pattern Recognition”, Second international conference on Advances in Concrete & Structures 2ICACS-2008, Changsha City of Hunan Province, China, 19-21 June 2008

·         L. Qiao, A. Esmaeily, H. Melhem, “Structural Damage Detection using Signal Pattern Recognition”, 12th International Conference on Computing in Civil and Building Engineering & 2008 International Conference on Information Technology in Construction, October 16-18, 2008, Beijing, China

·         L. Qiao, A. Esmaeily and H. Melhem, “Structural damage detection in high-rise buildings using pattern-matching method”,  Proceedings of the 8th International Conference on Multi-purpose High-Rise Towers and Tall Buildings, December 10-12, Abu-Dhabi, UAE, TB-23, web address and password : http://www.acevents.ae/ifhs2007_docs/, user: ifhs2007, pass: ifhs2007dxb

·         D. Peric, B.R. Shah, A. Esmaeily, "Three Dimensional Finite Element Modeling of Integral Bridges Subjected to Thermal Loading", Intelligent Engineering Systems Through Artificial Neural Networks, Vol. 17, Proc. of the Artificial Neural Networks in Engineering Conference, eds. Dagli, C.H., Buczak, A.L., Enke, D.L., Embrechts, M.J. and Ersoy, O., ASME Press, New York, 2007, pp. 173-179

·         Esmaeily, L. Qiao, and H. Melhem, “Structural Damage Detection using Pattern-Matching”,  The Third International Conference on Structural Engineering, Mechanics and Computation, Cape Town, South Africa, 10-12 September 2007

·         A. Esmaeily, S. Hart, “Comparison of Two Earthquake Design Methodologies”,    The Third International Conference on Structural Engineering, Mechanics and computation, Cape Town, South Africa, 10-12 September 2007

·         Esmaeily, A., “Structural Damage Detection (Signal Pattern-Recognition)”, 5th International Conference on Seismology and Earthquake Engineering, Tehran, Iran, June 21st 2007

·         Dunja Perić, Bhavik R. Shah, and Asad Esmaeilly, “Three-dimensional non-linear finite element modeling of integral abutment bridges”,  International Symposium on Numerical Models in Geomechanics, 25-27 April 2007, Rhodes, Greece

·         Esmaeily A., Peterman R. J., “Flexural Performance Analysis of RC Columns”, 7th ICCE, May 8-10 2006 Tehran Iran

·         Esmaeily A., “Analytical Performance of Confined Concrete Models”, 7th ICCE, May 8-10 2006 Tehran Iran

·         Esmaeily A., “Performance Analysis Tool for Reinforced Concrete Bridge Columns”, International Conference on Bridge Management Systems- Monitoring, Assessment and Rehabilitation, 21-23 March 2006, Cairo, Egypt

·         Esmaeily A., Akhnoukh A. K., “Feasibility of Using Clear-Span Arches for Short-Span Bridges”, Joint International Conference on Computing and Decision Making in Civil and Building Engineering, Montreal, June 14-16, 2006

·         Esmaeily A., “Loading Pattern and Performance of RC Columns in High-Rise Buildings”, 7th International Conference on Multi-purpose High-rise Towers and Tall Buildings (IFHS2005), December 10-11 2005, Dubai, United Arab Emirates

·         Larson, K. H., Peterman, R. J., & Esmaeily, A. (2005, October). Determining the Time-Dependent and Bond Characteristics of an SCC Mix for Kansas Prestressed Concrete Bridge Girders. In Proceedings Second North American Conference on the Design and Use of Self-Consolidating Concrete and the Fourth International RILEM Symposium on Self-Compacting Concrete,(CD-ROM), Chicago, Illinois.

·         Esmaeily A., “Performance Analysis Tool for RC Members”, 7th International Conference on Multi-purpose High-rise Towers and Tall Buildings (IFHS2005), December 10-11 2005, Dubai, United Arab Emirates

·         Larson, K. H., Peterman, R. J., & Esmaeily, A. (2006). Evaluating the time-dependent deformations of pretensioned bridge girders cast with self-consolidating concrete. In 2006 Concrete Bridge Conference, Oct (pp. 23-25).

·         Esmaeily A., “San-Francisco Bay-Bridge East Span Seismic Safety”, Presented at the ASCE Kansas Section, Eisenhower Building, Topeka, KS, December 5, 2005

·         Esmaeily A., “San-Francisco Bay-Bridge East Span Seismic Safety”, Presented at the Tehran University, Tehran, Iran, December 17, 2006

·         Esmaeily A., “San-Francisco Bay-Bridge East Span Seismic Safety”, Presented at the Ministry of Transportation, Tehran, Iran, December 15, 2006

·         Esmaeily, A., Lucio, K., “Analytical Performance of Reinforced Concrete Columns using Various Confinement Models”, International Symposium on Confined Concrete, ISCC, Changsha, China, June 2004

·         Esmaeily A., “Performance Analysis Tool for RC Members”, McMat 2005 Conference, June 1-3 2005, Baton Rouge, Louisiana following

·         Esmaeily A., “Accuracy of the Models for Conventionally Confined Concrete”, McMat 2005 Conference, June 1-3 2005, Baton Rouge, Louisiana

·         Asad Esmaeily, Hani Melhem, Robert Peterman, Kyle Larson, “Application of Image Processing Technique in Experimental Measurements”, 17th ASCE Mechanics Conference, June 13-16, 2004

·         Esmaeily, A., Xiao, Y; “Seismic Behavior of Bridge Columns Subjected to Various Loading Patterns”, ACI Spring 2003 Convention, Vancouver, Canada, 2003

·         Esmaeily, A., Lucio, K., “Analytical Performance of Reinforced Concrete Columns using Various Confinement Models”, ACI Convention, ACI-ASCE committee 441, October 2004

·         Esmaeily, A., Lucio, K., “Investigating the Accuracy of the Confinement Models”, ISCC June 2004, Changsha, China, Invited presentation

·         Xiao, Y.; Esmaeily-G., A. "Response of reinforced concrete columns subjected to variable axial loads," Proceedings of Seventh International Symposium on Structural Engineering for Young Experts (7 ISSEYE), Tianjin, China, August 28-31, 2002.

·         Xiao, Y; Esmaeily-Gh., A., “Seismic Behavior of Bridge Columns Subjected to Various Loading Patterns” 7th U.S. National Conference on Earthquake Engineering, Boston, July 2002.

·         Xiao Y; Esmaeily-Gh. A. “Full-Scale Experimental Study on Seismic Behavior of High-Strength Concrete Columns,” International Conference on High-Performance and High Performance Concrete (HPHSC), 1998.

·         Xiao, Y., Esmaeily-Gh., A., and Wu, H., “Seismic Behavior of High-Strength Concrete Short Beams,” Proceedings of First International Conference on High Strength Concrete, ISBN 0-7844-0419-4, A. Azizinamini, D. Darwin and C. French, editors, American Society of Civil Engineers and Engineering Foundation, July 13-18, 1997, pp.109-121.

·         Xiao, Y., Martirossyan, A., Ma, R., Esmaeily-Gh., A., and Wu, H., “Seismic Performance of High Strength Concrete Structural Components,” Proceedings of the Fourth Conference on Tall Buildings in Seismic Regions, Tall Buildings Structural Design Council/Council on Tall Buildings and Urban Habitat, Los Angeles, May 9-10, 1997, pp.347-360

·         Xiao, Y.; Esmaeily-Gh., A., and Wu, H., “Seismic Behavior of High-Strength Concrete Short Beams,” USC Structural Engineering Research Program, No. USC-SERP96/06, Department of Civil Engineering, University of Southern California, September 1996, 40p

·         Yan Xiao and Asad Esmaeily-G., “Seismic Behavior of Reinforced Concrete Columns Subjected to Variable Axial Loads”, Seventh National Conference on Earthquake Engineering (7NCEE), Boston, USA, ST-10c, July 21-25, 2002

·         Yan Xiao, A. Esmasily-Ghasemabadi; and H. Wu. "Seismic Behavior of High-Strength Concrete Short Beams," Proceedings of First International Conference on High Strength Concrete, ASCE, Reston, Virginia, July 13-18, 1997

·         Esmaeily-Gh., A., “Investigation of the Seismic Studies in Water Industry," International Committee for Large Dams, Tehran, Iran, 1988.

·         Esmaeily-Gh., A., “Stability of Earth Dams,” International Committee for Large Dams, Tehran, Iran, 1987

 

Computer Applications:     

·         Pore-Imaging: Windows-based application to analyze pore-content of aggregates using Image taken by the SEM in backscattered electron mode. Versions 1 (completed Fall 2011) and 2 (completed Summer 2013)

·         KSU_RC: downloadable at http://www.ce.ksu.edu/faculty/esmaeily/KSU_RC.htm

Windows-based application to analyze reinforced concrete members

Moment-Curvature, Interaction, and force deflection analysis

Hysteretic or monotonic analysis under any loading condition and pattern (cyclic, monotonic, under a constant or variable axial load)

·         USC Viewer: downloadable at http://www.ce.ksu.edu/faculty/esmaeily/Viewer.htm

A fully functional window interface tool to view the response of a material model or a system in a 2-D environment  

·         Post-Tensioning Pre-Stressed Inverted-T (IT) Bridge Systems (completed):

Preparation of installation file and autorun CD, implementation of the final Windows user interface and final touch in addition to close supervision of the software development, (owned by K-DOT), 2004-2007

·         Actual Capacity of Reinforced Confined Concrete Circular Columns:

Close supervision of the development of an Interactive Software for Assessment of the Actual Capacity of Reinforced Confined Concrete Circular Columns, K-DOT, 2007-2008

·         MathCAD Software for AASHTO LRFD combined shear and torsion computations using modified compression field theory and 3D truss analogy

·         Minor Applications in MATLAB, Mathematica and MathCAD:

Engineering Vibration, Interactive Demonstration Application for SDOF systems with various mass, damping, stiffness and initial conditions- Also computer applications for Reinforced-Concrete Design and several other small applications

·         Minor Applications in EXCEL:

 Axial Force-Bending Moment Interaction for Short Rectangular Columns

Axial Force-Bending Moment Interaction for Short (Circular and Rectangular) Columns in various unit systems and based on different codes

Evaluation of the Reinforced Concrete Slender Columns

 
Funded Research Projects:

Title: Ultimate Shear Capacity of Circular Columns using the Modified Compression Field Theory

Funding Source:                              Kansas Department of Transportation

Period:                                            09/01/13 - 8/31/14

Total Budget:                                  $61,000.00

Principal Developer:                       H. Rasheed, A. Esmaeily

 

Title: Air Void Clustering

Funding Source:                              Kansas Department of Transportation

Period:                                            09/01/13 - 8/31/13

Total Budget:                                  $66,000.00

Principal Developer:        Kyle Riding, A. Esmaeily

 

Title: “Material Models-Performance Assessment and Design of RC Bridges”, (CE 816) as a Web-Based Course

Funding Source:                              University Transportation Center (KSU UTC)

Period:                                            Summer 2011-Summer 2012

Total Budget:                                  $20,000.00 (equivalent of 1.5 months of summer salary)

Principal Developer:        A. Esmaeily

 

 

Title: Measurement of the Pore Size Distribution of Limestone Aggregates in Concrete Pavement Cores

Funding Source:                              Kansas Department of Transportation

Period:                                            Summer 2011 (04/01/11 – 9/30/11)

Total Budget:                                  $11,700.00

Principal Developer:        Kyle Riding, A. Esmaeily

 

Title: Upgrading and Interface Revision of KSU_RC Phase II

Funding Source:                              Kansas Department of Transportation, K-TRAN, KSU-11-5

Period:                                            Spring 2010 – Fall 2010 – Spring 2012

Total Budget:                                  $40,000.00

Principal Developer:        A. Esmaeily

 

Title: Upgrading and Interface Revision of KSU_RC Phase II

Funding Source:                              KSU University Transportation Center

Period:                                            Spring 2010 – Spring 2011

Total Budget:                                  $20,000.00

Principal Developer:        A. Esmaeily

 

Title: “LRFD Software for Design and Actual Ultimate Capacity of Confined Rectangular Columns (Phase II)”

Funding Source:                              K-TRAN, KSU-11-3

Period:                                            9/1/10 – 8/30/11,

Total Budget:                                  $59,900.00

Principal Developer:        H. Rasheed and A. Esmaeily

 

Title: “LRFD Software for Design and Actual Ultimate Capacity of Confined Rectangular Columns (Phase II)”

Funding Source:                              KSU UTC

Period:                                            9/1/10 – 8/30/11,

Total Budget:                                  $80,000.00

Principal Developer:        H. Rasheed and A. Esmaeily

 

 

Title: Upgrading and Interface Revision of KSU_RC Phase I

Funding Source:                              KSU University Transportation Center

Period:                                            Fall 2009 – Fall 2010

Total Budget:                                  $20,000.00

Principal Developer:        A. Esmaeily

 

Title: “Advanced Theory of Reinforced Concrete Structures”, (CE 743) as an Interactive Web-Based Course

Funding Source:                              Division of Continuing Education (DCE)

Period:                                            Fall 2009 – Fall 2010

Total Budget:                                  $5,750.00

Principal Developer:        A. Esmaeily

 

Title: “Structural Dynamics”, (CE 745) as an Interactive Web-Based Course, Second Phase

Funding Source:                              Division of Continuing Education (DCE)

Period:                                            Fall 2009 – Fall 2010

Total Budget:                                  $3,000.00

Principal Developer:        A. Esmaeily

 

Title: “Structural Dynamics”, (CE 745) as an Interactive Web-Based Course

Funding Source:                              Division of Continuing Education (DCE)

Period:                                            Fall 2008 – Fall 2010

Total Budget:                                  $5,750.00

Principal Developer:        A. Esmaeily

 

Title: “LRFD Software for Design and Actual Ultimate Capacity of Confined Rectangular Columns (Phase II)”

Funding Source:                              K-DOT

Period:                                            1/12/09 – 11/30/10,

Total Budget:                                  $59,900.00

Principal Developer:        H. Rasheed and A. Esmaeily

 

Title: Software for AASHTO LRFD combined shear and torsion computations using modified compression field theory and 3D truss analogy

Funding Source:              K-TRAN

Period:              Fall 2007

Total Budget:                                  $39,000.00

Principal Investigator(s):  H. Rasheed, A. Esmaeily

 

Title: “LRFD Software for Design and Actual Ultimate Capacity of Confined Rectangular Columns (Phase I)”

Funding Source:                              KSU UTC

Period:                                            1/12/09 – 11/30/10,

Total Budget:                                  $59,900.00

Principal Developer:        H. Rasheed and A. Esmaeily

 

 

Title: “Finite Element Analysis of Concrete Approach Slab on Soil Embankment”

Funding Source:               University Transportation Center

Period:                                            1/12/08 – 11/30/10,

Total Budget:                                  $30,000.00

Principal Investigator:      D. Peric and A. Esmaeily

 

Title: “Computational Modeling of a Bridge Approach

Slab on the Soil Embankment”

Funding Source:               University Transportation Center

Period:                                            1/1/2009 to 12/31/2009

Total Budget:                                  $29,930.00

Principal Investigator:      D. Peric and A. Esmaeily

 

 
Title:                                Interactive Software for Actual Ultimate Capacity of Confined Circular Columns with and without FRP Wrapping 
Funding Source:                              K-TRAN Project Number KSU-07-21
Period:                                            9/1/06-8/31/08 
Total Budget:                   $59,000
Principal Investigator(s):  H. Rasheed, A. Esmaeily 
 
Title:                                Development of a Simple Procedure for Evaluation of Bridge 
Funding Source:                              Kansas Department of Transportation
Period:                                            9/1/05 – 8/31/06
Total Budget:                   $10,000
Principal Investigator(s):  A. Esmaeily
 
Title:                                Effects of Ambient Temperature Change on Integral Bridges 
Funding Source:                              K-TRAN Project Number KSU-06-2
Period:                                            9/1/05-8/31/06
Total Budget:                   $35,000
Principal Investigator(s):  D. Peric, A. Esmaeily
 
Title:                                Feasibility of Using Clear-Span Arches for Short-Span Bridges 
Funding Source:                              Kansas Department of Transportation (K-TRAN)
Period:                                            8/1/04 – 7/31/05
Total Budget:                   $30,000
Principal Investigator(s):  A. Esmaeily
 
Title:                                Post-Tensioning the Inverted-T Bridge System for Improved Durability and Increased Span-To-Depth Ratio 
Funding Source:                              Kansas Department of Transportation (K-TRAN)
Period:                                            1/1/03 – 12/31/04 
Total Budget:                   $83,000
Principal Investigator(s):  R. Peterman, A. Esmaeily 
 
Title:                                Post-Tensioning the Inverted-T Bridge System for Improved Durability and Increased Span-To-Depth Ratio 
Funding Source:                              Kansas State University Foundation
Period:                                            1/1/03 – 12/31/04
Total Budget:                   $7,000
Principal Investigator(s):  R. Peterman, A. Esmaeily 
 
Title:                                Evaluating the Time-Dependent and Bond Characteristics of a Self-Consolidating Concrete Mix for Kansas Prestressed Concrete Bridges 
Funding Source:                              Kansas Department of Transportation
Period:                                            7/1/03 – 8/31/06
Total Budget:                   $400,000
Principal Investigator(s):  R. Peterman, A. Esmaeily 
Title:                                SMaRTI :  Intelligent Structural Health Monitoring of Rural Bridges 
Funding Source:                              University Transportation Center
Period:                                            4/1/07 – 8/31/09
Total Budget:                   $150,000
Principal Investigator(s):  H. Rasheed, H. Melhem, R. Peterman, A. Esmaeily
 
Title:                                Infrastructure Preservation / Renovation: Development of Efficient Asset Management Practices for Transportation Infrastructure in Rural Communities 
Funding Source:                              University Transportation Center
Period:                                            6/1/06 – 5/31/08
Total Budget:                   $75,000
Principal Investigator(s):  Y. Najjar, S. Dissanayake, and A. Esmaeily
Title:                                ASCE Teaching Fellowship 
Funding Source:                              ASCE
Period:                                            Summer 2003
Total Budget:                   $2300
Awardee:                                        A. Esmaeily
 
Title:                                PEER Travel Award and invitation for the International Symposium on Confined Concrete, Changsha, China 
Funding Source:                              Pacific Earthquake Engineering Research Center (PEER)
Period:                                            Summer 2004 (June 2004)
Total Budget:                   $2550
Awardee:                                         A. Esmaeily
 
Title:                                FDA, for the International Conference on Civil Engineering in Iran (Tehran), Summer 2006
Funding Source:                              Kansas State University
Period:                                            Summer 2005
Total Budget:                   $2000
Awardee:                                         A. Esmaeily
 
Title:                                FDA, and USRG, number 2099, investigating the effect of sustained load on the elastic modulus and stress-strain relationship of confined concrete 
Funding Source:                              Kansas State University, USRG
Period:                                            Fall 2006
Total Budget:                   $1,500
Awardee:                                         A. Esmaeily
 
Title:                                Kabul University (School of Engineering) and KSU Partnership 
Funding Source:                              World Bank
Period:                                            March 2007 to February 2010
Total Budget:                   $3,550,000
Principal Investigator(s):   A. Esmaeily, A. Pahwa, G. Thompson, D. Watts (Engineering Group)
 
Title:                                “Effect of Sustained Load on the Elastic Modulus and Stress-Strain Relationship of Confined Concrete” 
Funding Source:                              Engineering Experimental Station, KSU 
Period:                                            Fall 2002 (as startup)
Total Budget:                   $40,000
Principal Investigator(s):  A. Esmaeily
 
OTHER GRANTS:

Title:                                               “Abilene steel bridge design check for the new locomotive Design”

Funding Source:              Local Design and Construction Company

Period: Fall 2007

Total Budget:                                  $8,000.00

Principal Investigator(s):  Hani G. Melhem, A. Esmaeily

 

Title:                                               “Hospital Facilities Design”

Funding Source:              Memorial Health System (MHS), Abilene, Kansas

Period: Summer 2007

Total Budget:                                  $3,000.00

Principal Investigator(s):  S. D. Hart, A. Esmaeily
 


 
 

 

 

 

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This site was last updated 10/05/13