LIST OF PUBLICATIONS (updated January 2008)

 

 Journal Articles

 

1.      Kalkan, E. and Kunnath, S.K. (2008). “Relevance of Absolute and Relative Energy Content in Seismic Evaluation of Structures.” Advances in Structural Engineering, Vol.11, No.1, 17-34.

2.      Kunnath, S.K., Erduran, E., Chai, Y.H. and Yashinsky, M. (2007). “Near-Fault Vertical Ground Motions on Seismic Response of Highway Overcrossings.” ASCE Journal of Bridge Engineering, Vol.13, No.3, 282-290.

3.      Sorrentino, L., Kunnath, S.K., Monti, G. and Scalora, G. (2007). “Seismically Induced One-Sided Rocking Response of Unreinforced Masonry Facades.” Engineering Structures. Elsevier Publishers.

4.      Kalkan, E. and Kunnath, S.K. (2007). Effective Cyclic Energy as a Measure of Cyclic Demand. Journal of Earthquake Engineering. Vol.11, No.5, 725-751.

5.      Yi, W-J., Zhang, H-Y. and Kunnath, S.K. (2007). Probabilistic Constant-Strength Ductility Demand Spectra. Journal of Structural Engineering, ASCE, Vol. 133. No.5.

6.      Kalkan, E. and Kunnath, S.K. (2006). Assessment of Current Nonlinear Static Procedures for Seismic Evaluation of Buildings. Engineering Structures. Vol.29, No.3, 305-316.

7.      Kalkan, E. and Kunnath, S.K. (2006). Adaptive Modal Combination for Nonlinear Static Analysis of Building Structures. Journal of Structural Engineering, ASCE, Vol. 132, No.11, 1721-1731.

8.      Kalkan, E. and Kunnath, S.K. (2006). Effects of Fling-Step and Forward Directivity on the Seismic Response of Buildings, Earthquake Spectra, Vol. 22 (3),

9.      Kunnath, S.K., Larson, L. and Miranda, E. (2005). Modeling considerations in probabilistic performance-based seismic evaluation: case study of the I-880 viaduct, Earthquake Engineering and Structural Dynamics. Vol.35 (1).

10.  Chai, Y.H. and Kunnath, S.K. (2005). Minimum Thickness for Ductile RC Structural Walls. Engineering Structures, Vol. 27, pp. 1052-1063.

11.  Brown, J. and Kunnath, S.K. (2004). Low-Cycle Fatigue Behavior of Reinforcing Steel Bars. ACI Materials Journal, Vol.101, No.6, 457-466.

12.  Kunnath, S.K., Nghiem, Q. and El-Tawil, S. (2004). Modeling and Response Prediction in Performance-Based Seismic Evaluation: Case Studies of Instrument Steel Moment Frame Buildings. Earthquake Spectra, Vol.20, No.3, 883-915.

13.  Kunnath, S.K. and Kalkan, E. (2004). “Evaluation of seismic deformation demands using nonlinear procedures in multistory steel and concrete moment frames.” ISET Journal of Earthquake Technology. 41(1).

14.  Jeremic, B., Kunnath, S.K. and Xiong, F. (2004). Influence of Soil-Foundation-Structure Interaction on Seismic Response of the I-880 Viaduct.” Engineering Structures. 26: 391-402.

15.  Kunnath, S.K. and Chai, Y.H. (2004). Cumulative Damage-Based Inelastic Cyclic Demand Spectrum. Earthquake Engineering and Structural Dynamics. 33: 499-520.

16.  Kunnath, S.K. (2004). Identification of Modal Combinations for Nonlinear Static Analysis of Building Structures. Computer-Aided Civil and Infrastructure Engineering. 19: 282-295.

17.  Rittenburg, K. and Kunnath, S.K. (2003). Deflection of Metal Plate Connected Wood Trusses with Non-Triangulated Openings. Journal of Structural Engineering, ASCE, Vol. 129 (11).

18.  Chai, Y.H. and Kunnath, S.K. (2003). Geometry of Submerged Funicular Arches in Cartesian Coordinates. Journal of Structural Engineering, ASCE, Vol. 129, No. 8.

19.  Kunnath, S.K. and Malley, J. O. (2002). Advances in Seismic Design and Evaluation of Steel Moment Frames: Recent Findings from FEMA/SAC Phase II Project. Journal of Structural Engineering, ASCE, Vol. 128, No. 4, pp.415-419.

20.  Gupta, B. and Kunnath, S.K. (2000). Adaptive Spectra-Based Pushover Procedure for Seismic Evaluation of Structures.  EERI Earthquake Spectra, Vol.16, No.2, 367-392.

21.  Kunnath, S.K. and Malley, J. (2000) Seismic Behavior and Design of Steel Moment Frames: Aftermath of the 1994 Northridge Earthquake. Structural Forum, ASCE Journal of Structural Engineering, Vol.126, No.1, pp.4-9.

22.  El-Tawil, S., Mikesell, T., and Kunnath, S.K., (2000). Effects of Local Details and Yield Ratio on Behavior of FR Steel Connections, ASCE Journal of Structural Engrg., Vol.126, No.1, 79-87.

23.  El-Bahy, A., Kunnath, S.K., Stone, W.C. and Taylor, A.W. (1999). Cumulative Seismic Damage of Circular Bridge Columns: Benchmark and Low-Cycle Fatigue Tests.  ACI Structural Journal, Vol.96, No.4.

24.  El-Bahy, A., Kunnath, S.K., Stone, W.C. and Taylor, A.W. (1999). Cumulative Seismic Damage of Circular Bridge Columns: Variable Amplitude Tests.  ACI Structural Journal, Vol.96, No.5

25.  El-Tawil, S., Mikesell, T., Vidarsson, E. and Kunnath, S.K., (1999). Inelastic Behavior and Design of Steel Panel Zones, ASCE Journal of Structural Engineering, Vol.125, No.2, 183-193.

26.  Cheok, G., Stone, W. and Kunnath, S.K. (1998).  Seismic Response of Precast Concrete Frames with Hybrid Connections. ACI Structural Journal. Vol. 95, No.5, pp.527-539.

27.  Kunnath, S.K., Mander, J.B. and Lee, F. (1997). Parameter Identification for Degrading and Pinched Hysteretic Structural Concrete Systems.  Engineering Structures, Vol.19, No.3, pp.224-232.

28.  Bracci, J.M,  Kunnath, S.K. and Reinhorn, A.M.  (1997). Simplified Seismic Performance and Retrofit Evaluation of Structures. Journal of Structural Engineering, ASCE, Vol.123, No.1, pp.3-10.

29.  Kunnath, S.K. and Gross, J.L. (1995).  Inelastic Response of the Cypress Viaduct to the Loma Prieta Earthquake. Engineering Structures,  Vol.17, No.7.

30.  Kunnath, S.K. and Reinhorn, A.M. (1995). Efficient Modeling Scheme for Transient Analysis of Inelastic Structures, Microcomputers in Civil Engineering, Vol.10, No.1, 97-110.

31.  Kunnath, S.K., Hoffman, G.H., Reinhorn, A.M. and  Mander, J.B. (1995). Gravity Load Designed RC Buildings: Part I - Seismic Evaluation of Existing Construction, ACI Structural Journal, Vol. 92, No.3, 343-354.

32.  Kunnath, S.K., Hoffman, G.H., Reinhorn, A.M. and  Mander, J.B. (1995).  Gravity Load Designed RC Buildings: Part II - Evaluation of Detailing Enhancements, ACI Structural Journal, Vol. 92, No.4.

33.  Kunnath, S.K., Mehrain, M. and Gates, W.E. (1994). Seismic Damage Control Design of Gypsum Roof Diaphragms, Journal of Structural Engineering, ASCE, Vol.120, No.1, 120-138.

34.  Valles, R., Kunnath, S.K. and Reinhorn, A.M. (1993). Simplified Drift Evaluation of RC Frame-Wall Structures. Microcomputers in Civil Engineering, Vol.8, 233-246.

35.  Kunnath, S.K., Reinhorn, A.M., and Abel, J.F. (1992). A Computational Tool for Evaluation of Seismic Performance of RC Buildings, Computers and Structures, Pergamon Press, Vol.41, No.1, 151-173.

36.  Kunnath, S.K., Reinhorn, A.M. and Panahshahi, N. (1991).  Inelastic Response of R/C Buildings with Inelastic Floor Diaphragms, Journal of Structural Engineering, ASCE, Journal of Structural Engineering, ASCE, Vol.117, No.4, 1218-1237.

37.  Panahshahi, N., Reinhorn, A.M., Kunnath, S.K., Lu, L-W., Huang, T. and Yu, K. (1991).  Seismic Response of 1:6 R/C Scaled Model Structure with Flexible Floor Diaphragms, ACI Structural Journal,  Vol.87, No.3, pp.315-324.

38.  Kunnath, S.K. and Reinhorn, A.M. (1990). Inelastic Biaxial Bending Interaction in RC Beam-Columns, ACI Structural Journal, Vol.86, No.3, pp.284-291.

39.  Kunnath, S.K., Reinhorn, A.M. and Park, Y.J. (1990) Analytical Modeling of Inelastic Seismic Response of R/C Structures, Journal of Structural Engineering, ASCE, Vol.116, No.4, 996-1017.

40.  Kunnath, S.K., Reinhorn, A.M. and Park, Y.J. (1989).  Seismic Evaluation of Reinforced Concrete Frame-Wall Buildings, Concrete International - Design and Construction, ACI, Vol.11, No.8, 57-61.

 

Special Publications

 

1.      Xiao, Y., Kunnath, S.K. and Yi, W. - editors (2006). International Symposium on Confined Concrete. Publication SP-238, American Concrete Institute, Farmington Hills, Michigan

2.      Kunnath, S.K. (2005). Performance-Based Seismic Design and Evaluation of Building Structures. Chapter 21 in Handbook of Structural Engineering. CRC Press.

3.      Jankovic, D., Chopra, M.B. and Kunnath, S.K. (2001). Effect of Different Bar Embedment Length on Bond-Slip in Plain and Fiber Reinforced Concrete. Diana World, Issue No.1, 6-9.

4.      Lew, H.S. and Kunnath, S.K. (2002) Assessment of Structural Systems Evaluation Methods Based on Local Seismic Demands. Innovations in Design with Emphasis on Seismic, Wind and Environmental Loading, Malhotra (editor),  Special Publication SP-209-42, American Concrete Institute, Farmington, Michigan, pp.771-790.

5.      Bracci, J., Atahan, O. and Kunnath, S.K. (1998). Analytical Modeling of Beam-Column Joints in Composite SRC Systems. ACI Special Publication, American Concrete Institute, Detroit, MI.

6.      Reinhorn, A.M. and Kunnath, S.K. (1994).  IDARC - Computer Program for Inelastic Damage Analysis of Reinforced Concrete Structures, Research Accomplishments 1986-1994: A Selection of Papers Chronicling the Technical Achievements of the National Center for Earthquake Engineering Research, Buffalo, New York.

7.      Gergely, P., White, R.N., Reinhorn, A.M. and Kunnath, S.K. (1994). Evaluation and Retrofit of Lightly Reinforced Concrete Buildings, Research Accomplishments 1986-1994: A Selection of Papers Chronicling the Technical Achievements of the National Center for Earthquake Engineering Research, Buffalo, New York.

8.      Reinhorn, A.M, Kunnath, S.K. and Mander, J.B. (1992). Seismic Design of Structures for Damage Control, in Nonlinear Seismic Design and Analysis of RC Structures, Fajfar and Krawinkler (editors) Elsevier Publishers, U.K.

9.  Robles-Austriaco, L., Pama, R.P., Kunnath, S.K. and Mehta, E.G. (editors) (1985).  Proceedings of 2nd International Symposium on Ferrocement. IFIC, Asian Institute of Technology, Bangkok.

 

Technical Reports

 

1.      Kunnath, S.K. (2006) “Application of the PEER PBEE Methodology to the I-880 Viaduct.” (Testbed Coordinator) Technical Report PEER 2006/10, Pacific Earthquake Engineering Research Center, Berkeley, CA.

2.      Kunnath, S.K., Nghiem, Q., John, A.J. and El-Tawil, S. (2001) Validation of Evaluation Methods and Acceptance Criteria in Evolving Performance-Based Seismic Codes. Technical Report submitted to California Strong Motion Instrumentation Program (CSMIP), California Division of Mines and Geology, Sacramento, CA.

3.      Brown, J. and Kunnath, S.K. (2000). Low Cycle Fatigue Behavior of Longitudinal Reinforcement in Reinforced Concrete Bridge Columns.  NCEER Technical Report 00-0007, State University of New York at Buffalo.

4.      Kunnath, S.K., El-Bahy, A., Taylor, A.W. and Stone, W.C. (1997). Cumulative Seismic Damage in RC Circular Bridge Piers. NCEER Technical Report 97-0006. State University of New York, Buffalo.

5.      Gupta, B., Kumar, N., Deo, N. and Kunnath, S.K. (1996). Parallelizing IDARC on a Massively Parallel SIMD Computer.  Technical Report CS-TR-96-06, Department of Computer Science, University of Central Florida.

6.      Kunnath, S.K. and El-Bahy, A. (1996). Progressive Damage of Reinforced Concrete Bridge Piers Under Seismic Loads.  Final Report submitted to National Institute of Standards and Technology, US Department of Commerce.

7.      Valles, R., Reinhorn, A.M., Kunnath, S.K., Li, C. and Madan, A. (1996). IDARC2D - Version 4: A Computer Program for Inelastic Damage Analysis of Buildings.  Technical Report NCEER-96-0010. State University of New York at Buffalo.

8.      Kunnath, S.K. (1995). Enhancements to Program IDARC: Modeling Inelastic Behavior of Welded Connections in Steel Moment Resisting Frames, Technical Report NIST GCR 95-673, National Institute of Standards and Technology, US Department of Commerce.

9.      Hoffmann, G., Kunnath, S.K., Reinhorn, A.M. and Mander, J.B. (1993). Gravity-Load Designed RC Buildings - Seismic Performance of Existing Construction and Detailing Strategies for Improved Seismic Resistance. Technical Report NCEER-92-0022, National Center for Earthquake Engineering Research, State University of New York at Buffalo.

10.  Kunnath, S.K., Reinhorn, A.M. and Lobo, R.F. (1992). IDARC Version 3.0 - A Program for  Inelastic Damage Analysis of RC Structures. Technical Report NCEER-92-0022, National Center for Earthquake Engineering Research, SUNY/Buffalo.

11.  Gross, J.L. and Kunnath, S.K. (1992). Application of Inelastic Damage Analysis to Double-Deck Highway Structures, Report No.4857, National Institute of Standards and Technology, US Department of Commerce.

12.  Kunnath, S.K. and Reinhorn, A.M.  (1989). Inelastic Three-Dimensional Response Analysis of RC Buildings (IDARC-3D) Part I - Modeling, Technical Report NCEER-89-0009, National Center for Earthquake Engineering Research, SUNY/Buffalo.

13.  Bracci, J.B., Reinhorn, A.M., Mander, J.B and Kunnath, S.K. (1989). Deterministic Model for Seismic Damage Evaluation of Reinforced Concrete Structures, Technical Report NCEER-89-0033, National Center for Earthquake Engineering Research, State University of New York at Buffalo.

14.  Reinhorn, A.M., Kunnath, S.K., and Panahshahi, N. (1988)  Modeling of R/C Buildings with Flexible Floor Diaphragms (IDARC2). Technical Report NCEER-88-0035, National Center for Earthquake Engineering Research, State University of New York at Buffalo.

15.  Reinhorn, A.M., Seidel, M. Kunnath, S.K. and Park, Y.J. (1988). Damage Assessment of RC Structures in Eastern United States. Technical Report NCEER-88-0016, National Center for Earthquake Engineering Research, State University of New York at Buffalo.

16.  Park, Y.J., Reinhorn, A.M. and Kunnath, S.K. (1987). IDARC: Inelastic Damage Analysis of RC Frame Shear Wall Structures. Technical Report NCEER-87-0008, National Center for Earthquake Engineering Research, SUNY/Buffalo

 

Conference Proceedings and Presentations

 

1.     El-Tawil, S., Khandelwal, K., Kunnath, S.K. and Lew, H.S. (2007). “Macro Models for Progressive Collapse Analysis of Steel Moment Frame Buildings.” Proceedings 2007 ASCE Structures Congress, Los Angeles.

2.     Kalkan, E. and Kunnath, S.K. (2006). Adaptive Modal Combination Procedure for Predicting Seismic Response of Vertically Irregular Structural Systems. Proceedings, 100th Anniversary Earthquake Conference, San Francisco.

3.     Mohle, J.F. and Kunnath, S.K. (2006). Modeling Cyclic Degrading Behavior in Reinforced Concrete Frame Structures. Paper No. 639, Proceedings, 100th Anniversary Earthquake Conference, San Francisco.

4.      Kunnath, S.K., Abrahamson, N., Chai, Y.H., Zong, Z. and Yilmaz, Z. (2006). Effects of Vertical Ground Motion on Seismic Response of Highway Bridges. Paper No. 1523, Proceedings, 100th Anniversary Earthquake Conference, San Francisco.

5.      Kunnath, S.K. and Miranda, E. (2005). Performance-based seismic evaluation of a highway bridge bent. Proceedings of the Ninth International Conference on Structural Safety and Reliability – ICOSSAR’05, Rome, Italy, June 19-23, 2005

6.      Kunnath, S.K. and Kalkan, E. (2005). IDA Capacity Curves: The Need for Alternative Intensity Factors. ASCE Structures Congress, New York.

7.      Kalkan, E. and Kunnath, S.K. (2004). Method of Modal Combinations for Pushover Analysis of Buildings. Paper No.2713, 13th World Conf. on Earthquake Engrg., Vancouver, Canada.

8.      Kunnath, S.K. and Hu, Q. (2004). Evaluation of Cyclic Demand in Ductile RC Structures. Paper No.290, 13th World Conference on Earthquake Engineering, Vancouver, Canada.

9.      Kunnath, S.K., Hilmy, S. and Erskine, D. (2004). Assessment of Torsional Provisions in Seismic Design of Buildings. SEAOC Annual Convention, Monterrey, CA.

10.  Kunnath, S.K., Jeremic, B., von Felten, A. and Bauer, K. (2003). Simulation Models for Performance-Based Evaluation of the I-880 Highway Bridge. Proceedings ASCE Structures Congress, Seattle, May 2003.

11.  Jankovic, D., Kunnath, S.K. and Chopra, M.B. (2002). Fracture Analysis of Bar Pull-Out in Beam-Column Joints. Finite Elements in Civil Engineering (Hendriks & Rots, editors). Swets & Zeitlinger B.V., Lisse, Netherlands, pp.159-166.

12.  Kunnath, S.K., Lew, H.S. and Friis, D. (2002). Global Response Modification Factors Vs. Member Ductility-Based Modifiers. Proceedings, 7th US National Conference on Earthquake Engineering, Boston, Earthquake Engineering Research Institute (EERI), Oakland, CA.

13.  Kunnath, S.K. and Gupta, B. (2000). “Validity of Deformation Demand Estimates Using Nonlinear Static Procedures.” Invited Presentation. Proceedings, 2nd US-Japan Workshop on Performance-Based Design Methodology for Reinforced Concrete Building Structures, Sapporo, Japan, September 11-13, 2000.

14.  Kunnath, S.K., Nghiem, Q., John, Jr., A. and El-Tawil, S (2000) “Validation of Evaluation Methods and Acceptance Criteria in Evolving Performance-Based Seismic Codes”, Proceedings of the California Strong Motion Instrumentation Program (CSMIP) Seminar, September 14, Sacramento.

15.  Kunnath, S.K. and John, Jr. A. (2000). “Validity of Static Procedures in Performance-Based Seismic Design.” Proceedings, ASCE Structures Congress, Philadelphia, May 2000.

16.  Kunnath, S.K., El-Tawil, S., Hassan, M. and Kuenzli, C. (2000). “A Connection Macromodel for Inelastic Dynamic Analysis of Hybrid Walls.” Proc., 6th ASCCS International Conference, Los Angeles, March 22-24, 2000.

17.  El-Tawil, S., Kuenzli, C., Hassan, M. and Kunnath, S.K. (2000) “Inelastic Behavior of Hybrid Coupled Walls.” Proceedings, International BANFF Conference, Vancouver, Canada, May/June 2000.

18.  Kunnath, S.K. and Gupta, B. (1999). “Spectra-Compatible Pushover Analysis of Structures.” Invited Presentation, Proceedings, US-Japan Workshop on Performance-Based Design Methodology for Reinforced Concrete Building Structures, Maui, September 2-3, 1999.

19.  Gupta, B. and Kunnath, S.K. (1999). “Pushover Analysis of Isolated Flexural RC Walls.”  Structural Engineering in the 21st Century, Proc. Structures Congress, New Orleans, April 18-21, 1999.

20.  Kunnath, S.K. and Brown, J. (1999). Low-Cycle Fatigue Behavior of Reinforcing Steel.  Presented at the ACI Spring Convention, Chicago, March 1999.

21.  Kunnath, S.K. and Filippou, F.C. (1998). Inelastic Analysis of Reinforced Concrete Structures. Proceedings of Structural Engineers World Congress, San Francisco. Elsevier Science Publishers.

22.  Kunnath, S.K. (1998). Macromodel-Based Nonlinear Analysis of Reinforced Concrete Structures. Proceedings of Structural Engineers World Congress, San Francisco. Elsevier Science Publishers.

23.  El-Tawil, S., Mikesekk, T., Vidarsson, E. and Kunnath, S.K., (1998). Panel Zone Yielding in FR Welded-Bolted Connections. Proceedings of Structural Engineers World Congress, San Francisco. Elsevier Science Publishers.

24.  Chopra, M.C., Wang, J., Williams, M.E., Kunnath, S.K. and Shahawy, M. (1998). Dynamic Response of Highway Girder Bridges  Subjected to Traffic Loads. Proceedings of Structural Engineers World Congress, San Francisco. Elsevier Science Publishers.

25.  Gupta, B. and Kunnath, S.K. (1998). Effect of Hysteretic Model Parameters on Inelastic Seismic Demands. Proceedings of 6th US National Conference on Earthquake Engineering, Seattle, published by EERI.

26.  Islam, S., Gupta, B. and Kunnath, S.K. (1998). A Critical Review of State-of-the-Art Analytical Tools and Acceptance Criteria in Light of Observed Response of an Instrumented Nonductile Concrete Frame Building. Proceedings of 6th US National Conference on Earthquake Engineering, Seattle, published by EERI.

27.  Taylor, A.W., El-Bahy, A., Kunnath, S.K. and Stone, W. (1996). Modeling Seismic Damage of Circular Reinforced Concrete Bridge Columns, 4th National Workshop on Bridge Research in Progress, NCEER, Buffalo.

28.  Wang, J., Chopra, M.B. and Kunnath, S.K. (1996). Sectional Analysis for Nonlinear System Identification of Concrete Structures. Proc. Of 11th ASCE Engineering Mechanics Conference, Ft. Lauderdale.

29.  Taylor, A.W., El-Bahy, A., Stone, W. and Kunnath, S.K. (1996). Effect of Load Path on Damage to Concret Bridge Piers. Proc of 28th Joint Panel Meeting on Wind and Seismic Effects, U.S.-Japan Cooperative Program, Maryland.

30.  Taylor, A.W., El-Bahy, A., Stone, W. and Kunnath, S.K. (1996). Effect of Load Path on Seismic Damage to RC Bridge Columns. Proc. 11th World Conference in Earthquake Engineering, Acapulco, Mexico.

31.  Kunnath, S.K., Valles, R. and Reinhorn, A.M. (1995). Evaluation of Seismic Damageability for Typical RC Buildings in Mid-West United States. Proc. 11th World Conference in Earthquake Engineering, Acapulco, Mexico.

32.  Kunnath, S.K. and Alath, S. (1995). Modeling Inelastic Shear Deformation in RC Beam-Column Joints. Proceedings of 10th Engineering Mechanics Conference, Boulder.

33.  Bracci, J.M. and Kunnath, S.K. (1995). Seismic Retrofit of Nonductile RC Frame Buildings in Restructuring: America and Beyond,  Sanayei, M (editor),  Proc. of ASCE Structures Congress held in Boston, ASCE Publishing, New York.

34.  Kunnath, S.K. and Mehrain, M. (1995).  Seismic Rehabilitation of Reinforced Concrete Buildings.  ASCE Annual Convention, San Diego.

35.  Kunnath, S.K., El-Bahy, A., Stone, W. and Taylor, A. (1994). Failure of RC Bridge Piers under Random Cyclic Loading, ACI Fall Convention, Tarpon Springs, Florida.

36.  James, J. and Kunnath, S.K. (1994). Macroelement Model for Shear Wall Analysis, Proceedings of First Congress on Computing in Civil Engineering, Washington, D.C., June 20-22, pp.1505-1512.

37.  Kunnath, S.K. and Jenne, C. (1994).  Seismic Damage Assessment of Inelastic RC Structures, Proceedings of 5th US National Conference on Earthquake Engineering, Chicago, Vol. I, pp. 55-64.

38.  Lobo, R., Reinhorn, A.M. and Kunnath, S.K. (1994). Inelastic Response of 3D RC Structures to Multidirectional Seismic Input, Proceedings of 5th US National Conference on Earthquake Engineering, Chicago,  Vol II, pp. 65-74.

39.  Panahshahi, N., Reinhorn, A.M. and Kunnath, S.K. (1994).  Earthquake Simulation Study of One-Sixth Scale Model RC Building with Flexible Floor Diaphragms, Proceedings of 5th US National Conference on Earthquake Engineering, Chicago, Vol II, pp. 641-650.

40.  Kunnath, S.K. (1994). Distributed Flexibility Models for Nonlinear Analysis of RC Structures in Analysis and Computation.  Cheng, F. (editor), Proceedings of ASCE Structures Congress in Atlanta, ASCE Publishing, New York, pp.145-154.

41.  Kunnath, S.K., Gasper, C. and Mehrain, M. (1993).  Seismic Retrofit and Rehabilitation of RC Buildings.  ACI Fall Convention, Minneapolis.

42.  Kunnath, S.K., Durrani, A. and Luo, Y. (1993). Hysteresis Model for Seismic Analysis of Nonductile Flat-Plate Buildings.  Proceedings of the 1993 National Earthquake Conference, Memphis, Vol. II, pp.521-530.

43.  Kunnath, S.K., Valles, R. and Reinhorn, A.M. (1992).  Seismic Evaluation of Lightweight Flat Plate Building in Region of Low to Moderate Seismicity,  Proceedings of the 10th World Conference on Earthquake Engineering, Madrid, pp.4275-4280.

44.  Lobo, R.F., Kunnath, S.K. and Reinhorn, A.M. (1992). 3D Inelastic Dynamic Analysis of RC Structures.  Proceedings of 8th National Conference on Computing in Engineering, Dallas, pp.905-912.

45.  Gross, J.L. and Kunnath, S.K. (1992). Analytical Investigation of Cypress Viaduct Failure During the Loma Prieta Earthquake. EERI Annual Meeting, San Francisco.

46.  Valles, R., Kunnath, S.K. and Reinhorn, A.M. (1991). Rapid Evaluation of Multistory Building Drift, Proceedings of the 9th National Conference on Microcomputers in Civil Engineering, Orlando, pp.120-124.

47.  Kunnath, S.K., Reinhorn, A.M. and Panahshahi, N. (1991). Computational Modeling of RC Buildings with Flexible Floors. ACI Spring Convention, Boston.

48.  Reinhorn, A.M., Mander, J.B., Bracci, J. and Kunnath, S.K. (1990). Simulation of Seismic Damage of RC Buildings in Eastern US, Proceedings of International ICOSSAR Conference on Structural Safety and Reliability, Ang, Shinozuka and Schueller (Editors), ASCE Publishing, New York, pp.407-414.

49.  Kunnath, S.K., Reinhorn, A.M., and Abel, J.F. (1990). A Macromodel Approach to Practical Analysis of RC Buildings Under Seismic Excitations, Proceedings of International Conference on Computer Aided Analysis and Design of Concrete Structures, Bicanic and Mang (editors), Pineridge Press, pp.1155-1166.

50.  Reinhorn, A.M., Kunnath, S.K., Bracci, J. and Mander, J.B. (1989). Normalized Damage Index for Evaluation of R/C Buildings, in Seismic Engineering: Research and Practice, C.A. Kircher and A.K. Chopra (editors), Proceedings of ASCE Structures Congress held in San Francisco, ASCE Publishing, New York, pp.507-516.

51.  Kunnath, S.K. and Reinhorn, A.M. (1990). Inelastic Response of RC Beam-Columns Under Biaxial Excitations. Proceedings of the  4th US National Conf. on Earthquake Engineering, Palm Springs, May 20-24, Vol.II, 471-480.

52.  Reinhorn, A.M., Mander, J.B., Bracci, J.M and Kunnath, S.K. (1990). A Post-Earthquake Damage Evaluation Strategy for RC Buildings. Proceedings of the  4th US National Conf. on Earthquake Engineering, Palm Springs, May 20-24, Vol.II, pp.1047-1056.

53.  Panahashahi, N., Reinhorn, A.M. and Kunnath, S.K. (1990). Inelastic Modeling of RC Buildings with Flexible Floor Diaphragms, Proceedings of the  4th US National Conf. on Earthquake Engineering, Palm Springs, May 20-24, Vol.II, pp.369-378.

54.  Kunnath, S.K., Reinhorn, A.M., and Mander, J.B. (1990). Seismic Response and Damageability of Gravity Load (Non-Seismic) Designed Buildings.  Proceedings of the 9th European Conf. on Earthquake Engrg., Moscow, Vol.9, pp.323-332.

55.  Kunnath, S.K., Reinhorn, A.M. and Park, Y.J. (1988). Damageability Assessment of RC Buildings using Identified Component Properties, ASCE Annual National Convention, Nashville.

56.  Park, Y.J., Reinhorn, A.M. and Kunnath, S.K. (1988). Seismic Damage Analysis of Reinforced Concrete Buildings, Proceedings of the 9th World Conference on Earthquake Engineering, Tokyo.