Dr. Gregory L. Fenves

ACADEMIC APPOINTMENTS

2008 Visiting Professor, Disaster Prevention Research Institute, Kyoto University, Japan
1998 - present T.Y. and Margaret Lin Professor of Engineering, University of California, Berkeley
2001 – present Member of the faculty, European School for Advanced Studies in Reduction of Seismic Risk (ROSE School), University of Pavia, Italy
1994 - present Professor, Department of Civil and Environmental Engineering, University of California, Berkeley
1990 - 1994 Associate Professor, Department of Civil and Environmental Engineering, University of California, Berkeley
1988 - 1990 Assistant Professor, Department of Civil and Environmental Engineering, University of California, Berkeley
1984 - 1987 Assistant Professor of Civil Engineering, The University of Texas at Austin

ADMINISTRATIVE APPOINTMENTS

2002 – 2007 Chair, Department of Civil and Environmental Engineering University of California, Berkeley
2001 – 2002 Group Leader, Structural Engineering, Mechanics and Materials Department of Civil and Environmental Engineering University of California, Berkeley
1997 - 2002 Assistant Director for Lifeline Programs, Pacific Earthquake Engineering Research Center, University of California, Berkeley
1994 - 1996 Vice Chair for Graduate Affairs, Department of Civil and Environmental Engineering, University of California, Berkeley

EDUCATION

Doctor of Philosophy, Department of Civil Engineering, University of California, Berkeley, May 1984

Master of Science, Department of Civil Engineering, University of California, Berkeley, June 1980

Bachelor of Science with Distinction, School of Civil and Environmental Engineering, Cornell University, June 1979

NATIONAL AWARDS

Walter L. Huber Research Prize, American Society of Civil Engineers, 1995

Moisseiff Award, American Society of Civil Engineers, 1993

Raymond C. Reese Research Prize, American Society of Civil Engineers, 1989

Presidential Young Investigator Award, National Science Foundation, 1987

PROFESSIONAL AFFILIATIONS AND ACTIVITIES

American Society of Civil Engineers, Member

Earthquake Engineering Research Institute, Member

Consortium of Universities for Research in Earthquake Engineering (CUREE), Member

Network for Earthquake Engineering Simulation (NEES Inc.), Member

Seismic Advisory Board, California Department of Transportation, 2006-present.

Strong Motion Instrumentation Advisory Panel, Golden Gate Bridge District, 1998-present, currently chair.

Methods of Analysis Committee, Structural Engineering Institute, American Society of Civil Engineers, 1998-2004.

Dynamic Effects Administrative Committee, Structural Engineering Institute, American Society of Civil Engineers, Chair, 1997-2000.

ASCE Steering Committee for 1998 Structural Engineers World Congress, Chair, 1995-1998.

CUREe, Elected At-large Member of Board of Directors, 1995-1999.

Seismic Effects Committee, Structural Division, American Society of Civil Engineers, 1986-1997; Publications Secretary, 1990-93, 2003-present; Chair, 1994-1997.

Computer-Aided Design and Analysis Committee, Structural Division, American Society of Civil Engineers, 1991-1998.

Database Committee, Technical Council on Computer Practices, American Society of Civil Engineers, 1988-1998.

Dynamics Committee, Engineering Mechanics Division, American Society of Civil Engineers, 1984-1992.

Panel on Earthquake Engineering for Concrete Dams, Committee on Earthquake Engineering, National Research Council, 1986-1988.

EDITORIAL ACTIVITIES

Editorial Board, Journal of Earthquake Engineering, 2002-present

Editorial Board, Earthquake Spectra, EERI, 2001-2007

Associate Editor, Journal of Structural Engineering, ASCE, 1990-1993

Guest Editor, Journal of Computing in Civil Engineering, ASCE, July 1992

Reviewer for numerous archival journals

SPONSORED RESEARCH PROJECTS

Towards Petascale Simulation of Urban Earthquake Impacts (Co-PI; National Science Foundation; 2007-2011) — Develop methodologies, capability, and software for high-fidelity physics-based petascale simulations of urban regions to assess the engineering of large magnitude earthquakes on buildings, transportation system components, and the underground civil infrastructure. Include the interaction between the soil, the foundation and large inventories of structures; the interaction between structures in densely built areas; and the effect of the structures on the ground motion as well as the nonlinear soil behavior. Integrate with computational databases and scalable visualization tools.

Software Framework for Earthquake Engineering Simulation (PI; Pacific Earthquake Engineering Research Center from the National Science Foundation; 1997-2007) — Lead creator of comprehensive, object-oriented simulation framework for structural and geotechnical systems, including robust models, equation solvers, and algorithms; parallel and distributed processing applications. Open System for Earthquake Engineering Simulation (OpenSees) http://opensees.berkeley.edu/

NEES Simulation Component (PI for subaward, National Science Foundation, 2005-2008) — Support and ongoing operations of OpenSees for the Network for Earthquake Engineering (NEES) simulation services. Developing parallel version on cluster computers and new data interfaces for NEES repository. Provide interface for web portal to OpenSees.

CITRIS-Center for Information Technology Research in the Interest of Society (Co-PI; National Science Foundation, 2001-2007) — Developing sensors and sensor networks for structural health assessment of bridges. A wireless MEMS based sensor unit has been developed and will be deployed on the Golden Gate Bridge for dense spatial sensing of vibration characteristics, globally and locally. A new class of distributed system identification has been developed to minimize the communication needed for computing correlations between signals.

Seismic Performance of Bridge Systems with Conventional and Innovative Materials (Co-PI, National Seience Foundation, 2004-2008) — A collaborative project to extend the NEES demonstration project to improved design and analysis of bridge systems using innovative materials. The simulation will be extended to include the effect of abutments and innovative methods for improving seismic performance, such as self-centering columns and composite materials.

A Demonstration of the NEES System for Studying Soil-Structure-Foundation Interaction (PI for collaborative research, National Science Foundation, 2003-2007) — Use of NEES experimental sites to improve understanding of SFSI on bridges. Advanced nonlinear models of bridge components are developed and calibrated against shaking table, centrifuge, in situ, and quasi-static tests. The system response of prototype bridges is investigated for a range of soil, foundation, and structural effects.

NEESgrid Simulation Component (PI for subaward, National Science Foundation, 2003-2004) — Develop computational simulation capability using OpenSees for structural and geotechnical applications.

Simplified Earthquake Analysis Procedures for Bridges (PI; California Department of Transportation, 1999-2002) — Develop a new method for estimating inelastic performance of bridge structures using a consistent linearization procedure. The method is validated with an an extensive nonlinear analysis study. Create performance-based design procedures using the simplified procedure.

Seismic Performance of Urban Regions (PI; Mississippi State University subaward from the National Science Foundation; 1999-2004) — Develop and use simulation models of buildings and infrastructure in urban regions to estimate damage and vulnerability; create collaborative software framework for earthquake source modeling, regional geophysical features, and structural models with distributed processing and advanced visualization methods.

PEER Lifelines Program (co-PI; Pacific Gas & Electric Company, California Energy Commission, California Department of Transportation; 1997-2002) — Develop and manage $12 million industry sponsored research program on increasing seismic safety and reliability of utility and transportation lifeline systems; http://peer.berkeley.edu/lifelines/

Earthquake Vulnerability of Electrical Substation Equipment (PI; Pacific Gas & Electric Company and various electric utilities; 1998-2004) — Experimental testing and analytical investigation of seismic vulnerability of transformer bushings and disconnect switches; development of qualification standards and characterization of fragility.

Protective Systems for Bridges (co-PI; California Department of Transportation, 1995-2000) — Development of performance-based design procedures for seismic isolation and supplemental damping for bridges. Conduct experimental studies of bridge models on the shaking table and develop new analytical procedures for three-dimensional bridge response.

Earthquake Analysis of Bridges (PI; California Department of Transportation, 1995-1998) — Development of earthquake analysis procedures for bridges accounting for nonlinear behavior, soil-structure interaction, and spatial variation of ground motion. Development of improved design procedures for intermediate hinges and restrainers.

Material Models for Earthquake Analysis of Concrete Dams (PI; U.S. Bureau of Reclamation; 1992-1996) — A plastic-damage constitutive model was developed for application to earthquake

analysis of concrete dams. The model represents the triaxial, cyclic behavior of mass concrete, including the damage due to tensile cracking.

Evaluation of Interstate 10/215 Connector (PI; California Division of Mines and Geology; 1993-1994) — The objective of this project was to develop a methodology for identifying the vibration properties of a 2400 foot long curved freeway connector in the 1992 Landers and Big Bear earthquakes. Recorded and computed responses were compared for several models.

Earthquake Analysis of Gravity Dams (PI; National Science Foundation; 1990-1993) — The hybrid frequency-time domain method of analysis was developed for the earthquake analysis of concrete gravity dams including sliding at the base. The analysis method allows inclusion of frequency-dependent effects of dam-water and dam-foundation interaction, along with the nonlinear sliding mechanism.

Nonlinear Analysis of Concrete Arch Dams, Phase II (PI; U.S. Bureau of Reclamation, County of Los Angeles, Harza Engineering Company; 1992-1993) — An extensive parameter study investigated the effects of contraction joints on the earthquake response of a typical arch dam. Improvements in the analysis procedure were developed.

Qualitative Reasoning of Structural Behavior (PI; National Science Foundation; 1991-1993) — A qualitative reasoning framework was developed for evaluating structural behavior at the conceptual design stage. The reasoning incorporates the fundamental principles of equilibrium, compatibility, and force-displacement relationship, in conjunction with a high-level representation of a structural design. The qualitative solutions provide signs of displacements and forces and relative magnitudes.

Engineering Database for Seismic Assessment of the Bay Bridge (Co-PI; California Department of Transportation; 1990-1993) — As part of a large-scale seismic assessment project for a major bridge, a database was developed and implemented to manage the large amount of data needed for the evaluation. The database represents information about the models, loads, responses, and limit states. An implementation in a relational database system allows automatic generation of reports on limit state violations from the analysis results.

Retrofitting Multi-Level/Multiple Column Structures (Co-PI; California Department of Transportation; 1990-1993) — The earthquake response of two-level viaducts was examined in an extensive parameter study, as part of an investigation into the earthquake behavior and retrofitting of this type of structure. Linear and nonlinear response analyses demonstrated the effects of hinges, cable restrainers, abutments, inelastic column behavior, and site response effects on the earthquake response of viaducts. Recommendations for analysis in retrofit design were developed.

Evaluation of the Dumbarton Bridge in the Loma Prieta Earthquake (PI; California Department of Transportation; 1990-1992) — Using an extensive set of strong motion records obtained in the Loma Prieta earthquake, the lower vibration modes of the bridge were determined. A detailed model of the bridge and soil system was developed, and the recorded and computed responses compared. The differences showed the importance of soil-structure interaction, the specification of the input motion, and the nonlinear response of the hinges.

Nonlinear Analysis of Concrete Arch Dams, Phase I (PI; U.S. Corp of Engineers, County of Los Angeles, EPRI, PG&E, Harza Engineering Company; 1988-1990) — A nonlinear analysis procedure was developed for the earthquake analysis of concrete arch dams including the effect of contraction joint opening and closing. The analysis uses a nonlinear joint element in conjunction with a substructure solution procedure.

Evaluation of Lateral Earthquake Force Procedures in Building Design (PI; California Division of Mines and Geology; 1989-1990) — Strong motion records from several buildings were used to determine the vertical distribution of lateral forces. The observed distributions were compared with provisions in building codes.

Evaluation of Soil-Structure Interaction in Buildings (PI; California Division of Mines and Geology; 1988-1989) — The earthquake response records for a fourteen story building in a moderate earthquake was used to estimate the effects of soil-structure interaction during the earthquake.

Based on identification and modeling, it was shown that soil-structure interaction reduced the base shear force compared to the case if no interaction occurred.

Anchorage Zone Reinforcement in Post-Tensioned Girders (Co-PI; National Cooperative Highway Research Projects; 1986-1989) — A finite element modeling methodology was developed for analysis of anchorage zone stresses in post-tensioned girders. The finite element models were also used as a basis for constructing strut-and-tie models of the anchorage zone. The models were compared with an extensive physical testing program of anchorage zones, showing their utility in design approaches for anchorage zones.

Behavior of Wire Fabric Reinforced Columns (Co-PI; Reinforced Concrete Research Council; 1986-1987) — An experimental investigation of concrete columns reinforced with welded wire fabric demonstrated that such reinforcement can achieve the strength and ductility of conventionally reinforced columns under axial loads.

Analysis of Curved Steel Girder Units (Co-PI; Texas Department of Highways; 1985-1987) — An approximate analysis procedure, based on the V-load method, was developed and implemented in design oriented software for horizontally curved girder bridges. The influence surfaces and moving load analyses were compared with finite element models.

Nonlinear Dam-Water Interaction Effects in the Earthquake Response of Concrete Dams (PI; National Science Foundation; 1985-1987) — A nonlinear analysis procedure was developed to represent the effects of water cavitation and concrete cracking in the earthquake response of concrete gravity dams. Water cavitation was shown to have a small effects. A smeared crack model was able to represent the location and extent of tensile cracking in a monolith during an earthquake.

SELECTED PROFESSIONAL CONSULTING

Applied Technology Council, Redwood City, CA, 2007-present; develop guidelines for performance based engineering.

California Department of Transportation, 2006-present; member of Seismic Advisory Board, reporting to Caltrans Director.

Lawrence Livermore National Laboratory, 2004-2006; member of review panel providing oversight of transportation safety study.

MMI Engineering, Oakland, CA, 2003-2007; evaluation of concrete dams.

Lawrence Livermore National Laboratory, 2003-2004; chair of review panel for ground vibration study.

Applied Technology Council, Palo Alto, CA, 1998-2002; develop national seismic bridge specifications.

T.Y. Lin International, San Francisco, CA, 1997-1998; preliminary designs for Bay Bridge replacement.

Harza/LRB, Los Angeles, CA, 1996-1998; seismic evaluation of arch dam.

Earth Mechanics, Inc., Fountain Valley, CA, 1994-1998; soil-structure interaction for bridges.

TEACHING AND MENTORING

Undergraduate courses taught since 1999 (10 classes, total of 685 students)

CE 92, Introduction to Civil and Environmental Engineering

CE 120, Structural Engineering

CE 121, Advanced Structural Analysis

CE 192, Art and Science of Civil and Environmental Engineering Practice

Graduate courses taught since 1999 (8 classes, total of 253 students)

CE 221, Nonlinear Structural Analysis

CE 222, Finite Element Methods

CE 224, Computer Aided Engineering

CE 225, Dynamics of Structures

Teaching Effectiveness

Students are surveyed at the end of each course using a 7-point scale (7 is highest rating). For undergraduate courses taught from 1999 to 2007, the average teaching effectiveness score for G.L.

Fenves was 6.0, which exceeds the departmental average of 5.8. The average teaching effectiveness score at the graduate level was 6.2, exceeding the departmental average of 5.9.

Graduate Student Supervision

Completed supervision of 15 Ph.D. students (4 co-supervised) at UC Berkeley, one Ph.D. student at the University of Texas at Austin, and one Ph.D. student at the ROSE School, Pavia, Italy. Six former Ph.D. students hold faculty appointments. One former Ph.D. student has received the CAREER and PECASE awards from the National Science Foundation.

REFEREED PUBLICATIONS

Archival Journals

  1. G.L. Fenves and A.K. Chopra, ?Effects of Reservoir Bottom Absorption on Earthquake Response of Concrete Gravity Dams, Earthquake Engineering and Structural Dynamics, Vol. 11, No. 6, November-December 1983, pp. 809-829.
  2. G.L. Fenves and A.K. Chopra, ?Earthquake Analysis of Concrete Gravity Dams Including Reservoir Bottom Absorption and Dam-Water-Foundation Rock Interaction, Earthquake Engineering and Structural Dynamics, Vol. 12, No. 5, September-October 1984, pp. 663-680.
  3. G.L. Fenves and A.K. Chopra, ?Effects of Reservoir Bottom Absorption and Dam-Water Interaction on Frequency Response Functions for Concrete Gravity Dams, Earthquake Engineering and Structural Dynamics, Vol. 13, No. 1, January-February 1985, pp. 13-31.
  4. G.L. Fenves and A.K. Chopra, ?Reservoir Bottom Absorption Effects in Earthquake Response of Concrete Gravity Dams, Journal of Structural Engineering, ASCE, Vol. 111, No. 3, March 1985, pp. 545-563.
  5. G.L. Fenves and A.K. Chopra, ?Simplified Earthquake Analysis of Concrete Gravity Dams: Separate Hydrodynamic and Foundation Interaction Effects, Journal of Engineering Mechanics, ASCE, Vol. 111, No. 6, June 1985, pp. 715-735.
  6. G.L. Fenves and A.K. Chopra, ?Simplified Earthquake Analysis of Concrete Gravity Dams: Combined Hydrodynamic and Foundation Interaction Effects, Journal of Engineering Mechanics, ASCE, Vol. 111, No. 6, June 1985, pp. 736-756.
  7. G.L. Fenves, ?Earthquake Response of Concrete Dam Systems, Computer-Aided Simulation of Fluid-Structure Problems, ASCE, April 1987, pp. 22-32.
  8. G.L. Fenves and A.K. Chopra, ?Simplified Earthquake Analysis of Concrete Gravity Dams, Journal of Structural Engineering, ASCE, Vol. 113, No. 8, August 1987, pp. 1688-1708.
  9. L.M. Vargas-Loli and G.L. Fenves, ?Nonlinear Dynamic Analysis of Fluid-Structure Systems, Journal of Engineering Mechanics, ASCE, Vol. 114, No. 2, February 1988, pp. 219-240.
  10. L.M. Vargas-Loli and G.L. Fenves, ?Effects of Concrete Cracking on the Earthquake Response of Gravity Dams, Earthquake Engineering and Structural Dynamics, Vol. 18, No. 4, May 1989, pp. 575-592.
  11. G.L. Fenves, ?Object-Oriented Programming for Engineering Software Development, Engineering with Computers, Vol. 6, 1990, pp. 1-15.
  12. G. Serino and G.L. Fenves, ?Soil-Structure Interaction in Buildings from Earthquake Records, Earthquake Spectra, Vol. 6, No. 4, November 1990, pp. 641-655.
  13. E.P. Kasl, G.L. Fenves and R.W. Furlong, ?Welded Structural Wire Reinforcement for Columns, ACI Structural Journal, Vol. 88, No. 5, September-October 1991, pp. 585-591.
  14. G.L. Fenves, S. Mojtahedi and R. B. Reimer, ?Effect of Contraction Joints on Earthquake Response of an Arch Dam, Journal of Structural Engineering, ASCE, Vol. 118, No. 4, April 1992, pp. 1039-1055.
  15. G.L. Fenves, ?Object Oriented Technology in Civil Engineering, Editorial, Journal of Computing in Civil Engineering, ASCE, Vol. 6, No. 3, 1992, pp. 245-247.
  16. G.L. Fenves and S. Mojtahedi, ?Earthquake Response of an Arch Dam with Contraction Joint Opening, Dam Engineering, Vol. IV, Issue 2, June 1993, pp. 63-88.
  17. L.M Bozzo and G.L. Fenves, ?Qualitative Reasoning and the Representation of Fundamental Principles in Structural Engineering, Research in Engineering Design, Vol. 6, No. 1, January 1994, pp. 61-72.
  18. L.M Bozzo and G.L. Fenves, ?Qualitative Reasoning Strategy and Its Application to Structural Engineering, Research in Engineering Design, Vol. 6, No. 1, January 1994, pp. 73-84.
  19. J.W. Chavez and G.L. Fenves, ?Earthquake Analysis of Concrete Dams Including Base Sliding", Earthquake Engineering and Structural Dynamics, Vol. 24, No. 5, pp. 673-686, May 1995.
  20. J.W. Chavez and G.L. Fenves, ?Earthquake Response of Concrete Gravity Dams Including Base Sliding, Journal of Structural Engineering, ASCE, Vol. 121, No. 5, pp. 865-875.
  21. Fenves, G.L., and McKenna, F., Discussion, Journal of Structural Engineering, ASCE, Vol. 123, No. 3, pp. 377-381.
  22. R. DesRoches and G.L. Fenves, ?Evaluation of Recorded Earthquake Response of a Curved Highway Bridge, Earthquake Spectra, Vol. 13, No. 3, August, 1997, pp. 363-386.
  23. J.P. Stewart, G.L. Fenves, ?System Identification for Evaluating Soil-Structure Interaction Effects in Buildings from Strong Motion Recordings, Earthquake Engineering and Structural Dynamics, Vol. 27, August 1998, pp. 869-885.
  24. J. Lee and G.L. Fenves, ?Plastic-Damage Model for Cyclic Loading of Concrete Structures, Journal of Engineering Mechanics, ASCE, Vol. 124, No. 8, August 1998, pp. 892-900.
  25. J. Lee and G.L. Fenves, ?A Plastic-damage Model for Earthquake Analysis of Dams, Earthquake Engineering and Structural Dynamics, Vol. 27, No. 9, September 1998, pp. 937-956.
  26. G.C. Archer, G.L. Fenves and C. Thewalt, ?A New Object-Oriented Finite Element Analysis Program Architecture, Computers & Structures, Vol. 70, No. 1, January. 1999, pp. 63-75.
  27. J.P. Stewart, G.L. Fenves and R.B. Seed, ?Seismic Soil-structure Interaction in Buildings, I: Analytical Methods, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 125, No. 1, January 1999, pp. 26-37.
  28. J.P. Stewart, R.B. Seed and G.L. Fenves, ?Seismic Soil-structure Interaction in Buildings, II: Empirical Finding, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 125, No. 1, January 1999, pp. 38-48.
  29. R. DesRoches and G.L. Fenves, ?Design of Seismic Cable Hinge Restrainers for Bridges, Journal of Structural Engineering, ASCE, Vol. 126, No. 4, April 2000, pp. 500-509.
  30. J. Lee, and G.L. Fenves, ?A return-mapping algorithm for plastic-damage models: 3-D and plane stress formulation, International Journal for Numerical Methods in Engineering, Vol. 50, No. 2, January 2001, pp. 487-506.
  31. R. DesRoches, and G.L. Fenves, ?Simplified restrainer design procedure for multiple-frame bridges, Earthquake Spectra, Vol. 17, No. 4, November 2001, pp. 551-567.
  32. A.S. Gilani, A.S Whittaker, G.L. Fenves, ?Seismic evaluation and retrofit of 230-kV porcelain transformer bushings, Earthquake Spectra, Vol. 17, No. 4, November 2001, pp. 597-616.
  33. A.S. Whittaker, G.L. Fenves, and A.S.J. Gilani, ?Earthquake Performance of Porcelain Transformer Bushings, Earthquake Spectra, Vol. 20, No. 1, Feb. 2004, pp. 205-223.
  34. G. Mosqueda, A.S. Whittaker, and G.L. Fenves, ?Characterization and Modeling of Friction Pendulum Bearings Subjected to Multiple Components of Excitation, Journal of Structural Engineering, Vol. 130, No. 3, March 2004, pp. 433-442.
  35. D.N. Grant, G.L. Fenves, A.S. Whittaker, ?Bidirectional modeling of high-damping rubber bearings, Journal of Earthquake Engineering, Vol. 8, Special Issue 1, 2004, pp. 161-185.
  36. M.H. Scott, P. Franchin, G.L. Fenves, and F.C Filippou, ?Response Sensitivity for Nonlinear Beam–Column Elements, Journal of Structural Engineering, Vol. 130, No. 9, September 2004, pp. 1281-1288.
  37. Y. Takahashi and G..L. Fenves, ?Software Framework for Distributed Experimental-Computational Simulation of Structural Systems, Earthquake Engineering & Structural Dynamics, Vol. 35, 2006, pp. 267-291.
  38. M.H. Scott and G.L. Fenves, ?Plastic Hinge Integration Methods for Force-Based Beam-Column Elements, Journal of Structural Engineering, Vol. 132, No. 2, February 2006, pp. 244-252.
  39. A.S. Whittaker, G.L. Fenves, A.S.J. Gilani, ?Seismic Evaluation and Analysis of High-Voltage Substation Disconnect Switches, Engineering and Structures, Vol. 29, No. 12, 2007, pp. 3538-3549.
  40. M.H. Scott, G.L. Fenves, F. McKenna, and F.C. Filippou, ?Software Patterns for Nonlinear Beam Column Models, Journal of Structural Engineering, Vol. 134, No. 4, April 2008, pp. 519-687.
  41. S.N. Pakzad, G.L. Fenves, S.K. Kim, and D. Culler, ?Design and Implementation of Scalable Wireless Sensor Network for Structural Monitoring, Journal of Infrastructure Systems, Vol. 14, No. 1, March 2008, pp. 89-101.

Conference and Symposium Proceedings

  1. G.L. Fenves and A.K. Chopra, ?Earthquake Response of Dams with Wave Absorbing Reservoir Bottom, Proceedings, Fourth Engineering Mechanics Specialty Conference, ASCE, May 1983.
  2. G.L. Fenves, ?Nonlinear Analysis of External Prestressed Bridges, Proceedings, Ninth Conference on Electronic Computation, ASCE, February 1986, pp. 192-200.
  3. G.L. Fenves and A.K. Chopra, ?Interaction Effects in the Earthquake Response of Concrete Gravity Dams, Abstract, Proceedings, Structures Congress 86, ASCE, September 1986, p. 167.
  4. G.L. Fenves and A.K. Chopra, ?Effects of Concrete Cracking on Earthquake Response of Gravity Dams, Abstract, Proceedings, Engineering Mechanics Division Specialty Conference, ASCE, May 1987, p. 99.
  5. G.L. Fenves, ?Object Representations for Structural Analysis and Design, Proceedings, Fifth Conference on Computing in Civil Engineering, ASCE, March 1988, pp. 502-511.
  6. L.M. Vargas-Loli and G.L. Fenves, ?Nonlinear Response of Concrete Gravity Dams, Proceedings, Ninth World Conference on Earthquake Eng., Vol. VI, Tokyo, Japan, August 1988, pp. 343-348.
  7. G.L. Fenves, ?Earthquake Induced Cracking in Concrete Gravity Dams, Seismic Engineering, Structures Congress 89, ASCE, May 1989, pp. 337-346.
  8. G.L. Fenves, ?Object-Oriented Models for Engineering Data, Proceedings, Sixth Conference on Computing in Civil Engineering, September 1989, pp. 564-570.
  9. G.L. Fenves, M.E. Kreger, and K. El-Habr, ?Finite Element Analysis of Externally Post-Tensioned Segmental Box Girder Construction, Proceedings, ACI-PCI-PTI International Symposium on External Prestressing in Bridges, December 1989, pp. 389-407.
  10. G. Serino and G.L. Fenves, ?Evaluation of Soil-Structure Effects in the Earthquake Response of a Building, Proceedings, Fourth U.S. National Conference on Earthquake Engineering, Vol. 3, Palm Springs, California, May 1990, pp. 895-904.
  11. J.W. Chavez and G.L. Fenves, ?Hybrid Frequency Time Domain Analysis of Nonlinear Fluid Structure Systems, Proceedings, Fourth U.S. National Conference on Earthquake Engineering, Vol. 2, Palm Springs, California, May 1990, pp. 97-106.
  12. O.L. Burdet, C.L. Roberts, D.H. Sanders, G.L. Fenves and J.E. Breen, ?Models and Tests of Anchorage Zones of Post-Tensioned Tendons, Proceedings, International Association for Bridge and Structural Engineering, Stuttgart, Germany, 1991, pp. 545-550.
  13. J.W. Chavez and G.L. Fenves, ?The Hybrid Frequency-Time Domain Procedure for Nonlinear Analysis, Proceedings, Structures Congress 91, ASCE, May 1991, pp. 378-381.
  14. S. Rahmann, G.L. Fenves and G.H. Powell, ?Database Design for the San Francisco Bay Bridge, Proceedings, Seventh Conference on Computing in Civil Engineering, ASCE, May 1991, pp. 769-778.
  15. L.M. Bozzo and G.L. Fenves, ?Qualitative Evaluation of Preliminary Structural Designs, Proceedings, Eighth Conference on Computing in Civil Engineering, ASCE, June 1992, pp. 89-96.
  16. G.L. Fenves, S. Mojtahedi and R.B. Reimer, ?Nonlinear Earthquake Analysis of Arch Dam/Reservoir, Proceedings, Tenth World Conference on Earthquake Engineering, Vol. 8, Madrid, Spain, July 1992, pp. 4595-4600.
  17. L.M. Bozzo and G.L. Fenves, ?Qualitative Reasoning About Seismic Behavior of Buildings, Proceedings, Tenth World Conference on Earthquake Engineering, Vol. 10, Madrid, Spain, July 1992, pp. 6291-6296.
  18. G.L. Fenves and F.C. Filippou, ?Response of the Dumbarton Bridge in the Loma Prieta Earthquake, Proceedings, Third NSF Workshop on Bridge Engineering Research in Progress, University of California at San Diego, November 1992, pp. 175-178.
  19. S.P. Singh and G.L. Fenves, ?Earthquake Analysis of Elevated Freeway Structures, Proceedings, Third NSF Workshop on Bridge Engineering Research in Progress, University of California at San Diego, November 1992, pp. 179-182.
  20. L.M. Bozzo and G.L. Fenves, ?Reducing Ambiguity in Qualitative Reasoning, Proceedings, Fifth International Conference on Computing in Civil and Building Engineering, ASCE, Vol. 2, June 1993, pp. 1259-1266.
  21. S. Rahmann and G.L. Fenves, ?Design and Implementation of a Database for Seismic Evaluation of Structures, Proceedings, Fifth International Conference on Computing in Civil and Building Engineering, ASCE, Vol. 2, pp. 790-797.
  22. G.L. Fenves, ?Nonlinear Earthquake Analysis of Concrete Dams Including Sliding, Analysis and Computation, Proceedings of Eleventh Conference on Electronic Computation, ASCE, April 1994, pp. 173-182.
  23. J.W. Chavez and G.L. Fenves, ?Earthquake Analysis of Concrete Gravity Dams Including Sliding, Proceedings, Fifth U.S. National Conference on Earthquake Engineering, EERI, Vol. II, July 1994, pp. 475-484.
  24. G.L. Fenves, E. Safak and M. Raghavendrachar, ?Examples of Structural Identification from Measured Earthquake Response: Buildings, Bridges, and Dams, Proceedings, ASCE Structures Congress, ASCE, April 1996, pp. 659-666.
  25. G. Archer, G.L. Fenves and C.R. Thewalt, ?A New Software Architecture for Finite Element Analysis, Proceedings, ASCE Third Congress on Computing in Civil Engineering, June 1996, pp. 683-689.
  26. S.P. Singh and G.L. Fenves, ?Earthquake Response of Two-Level Viaduct Bridges, Proceedings, Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, June 1996.
  27. G.L. Fenves and S. Mojtahedi, ?Response of a Concrete Arch Dam in the 1994 Northridge, California Earthquake, Proceedings, Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, June 1996.
  28. J.W. Chavez and G.L. Fenves, ?Evaluation of Earthquake Induced Sliding in Gravity Dams, Proceedings, Eleventh World Conference on Earthquake Engineering, Acapulco, Mexico, June 1996.
  29. G. Archer, C.R. Thewalt and G.L. Fenves, ?A New Interface to the Analysis Task in Finite Element Systems, Proceedings, Canadian Computing Conference, August 1996.
  30. R. DesRoches and G.L. Fenves, ?Design Procedure for Intermediate Hinge Restrainers for Multiple Frame Bridges, Proceedings, National Seismic Conference on Bridges and Highways, Federal Highway Administration, Sacramento, California, July 1997.
  31. R. DesRoches and G.L. Fenves, ?Effects of Pounding and Restrainers on Ductility Demands for Multiple-Frame Bridges, Proceedings, Sixth U.S. National Conference on Earthquake Engineering, EERI, Seattle, Washington, May 1998.
  32. G.L. Fenves and M. Ellery, ?Nonlinear Analysis of Concrete Bridges, Proceedings, 1998 Structural Engineers World Congress, Paper T110-3, San Francisco, California, July 1998.
  33. S. Mazzoni and G.L. Fenves, ?Displacement-based Seismic Design of Statically-Indeterminate Bridge Piers, Proceedings, Twelfth World Conference on Earthquake Engineering, paper no. 1851, Auckland, New Zealand, January 2000.
  34. E. Anderson, S.A. Mahin, G.L. Fenves and A.S. Whittaker, ?Evaluation of the AASHTO Uniform Load Method for Estimating Forces and Deformations in Seismically Isolated Bridge Systems, Proceedings, Twelfth World Conference on Earthquake Engineering, paper no. 2550, Auckland, New Zealand, January 2000.
  35. W.-H. Huang, G.L. Fenves and A.S. Whittaker, ?Characterization of Seismic Isolation Bearings for Bridges From Bi-directional Testing, Proceedings, Twelfth World Conference on Earthquake Engineering, paper no. 2047, Auckland, New Zealand, January 2000.
  36. A.C.T Thompson, A.S. Whittaker, G.L. Fenves and S.A. Mahin, ?Property Modification Factors for Elastomeric Seismic Isolation Bearings, Proceedings, Twelfth World Conference on Earthquake Engineering, paper no. 1307, Auckland, January 2000.
  37. F. McKenna and G.L. Fenves, ?An Object-Oriented Software Design for Parallel Structural Analysis, Advanced Technology in Structural Engineering, Proceedings, Structures Congress 2000, ASCE, May 2000.
  38. G.L. Fenves, ?Advances in earthquake engineering with information technology, Earthquake Engineering Frontiers in the New Millennium, Proceedings of the China-U.S. Millennium Symposium on Earthquake Engineering, Beijing, A. A. Balkema, Lisse, The Netherlands, November 2001, pages 383-387
  39. C. Chadwell, G.L. Fenves, and S.A. Mahin, ?Cable-stayed bridge behavior under earthquake excitation: a case study, Proceedings, Seventh U.S. National Conference on Earthquake Engineering, Chicago, July 2002.
  40. S. Pakzad and G.L. Fenves, ?Structural Health Monitoring Applications Using MEMS Sensor Networks, Proceedings, 4th International Workshop on Structural Control, Columbia University, DEStech Publications, pp. 47-56, June 2004.
  41. G.L. Fenves, F. McKenna, M.H. Scott, and Y. Takahashi, ?An Object-Oriented Software Environment for Collaborative Network Simulation, Proceedings, Thirteenth World Conference on Earthquake Engineering, Vancouver, Canada, Paper No. 1492, August 2004.
  42. D.N. Grant, G.L. Fenves, and F. Auricchio, ?Bridge Isolation with High-Damping Rubber Bearings: Analytical Modelling and System Response, Proceedings, Thirteenth World Conference on Earthquake Engineering, Vancouver, Canada, Paper No. 1002, August 2004.
  43. J. Park, G.L. Fenves, and B. Stojadinovic, ?Spatial Distribution of Response of Multi-Story Structures for Simulated Ground Motions, Proceedings, Thirteenth World Conference on Earthquake Engineering, Vancouver, Canada, Paper No. 1545, August 2004.
  44. C.B. Chadwell, S.A. Mahin, and G.L. Fenves, ?Numerical Investigation of Seismic Isolation for Single Tower Cable-Stayed Bridges, Proceedings, Thirteenth World Conference on Earthquake Engineering, Vancouver, Canada, Paper No. 1552, August 2004.
  45. Pakzad, S.N., S. Kim, G.L. Fenves, S.D. Glaser, D.E. Culler and J.W. Demmel, "Multi-purpose Wireless Accelerometer for Civil Infrastructure Monitoring," Structural Health Monitoring 2005, Proceedings of the 5th International Workshop on Structural Health Monitoring, ed. F-K Chang, Stanford University, September 2005.
  46. G.L. Fenves, J. Park, and B. Stojadinovic, ?Modification of Design Strength for Directivity Effects, 8th National Conference on Earthquake Engineering, San Francisco, Paper No. 8NCEE-000444, April 2006.
  47. G.L. Fenves, J. Park, and B. Stojadinovic, ?Parallel Simulation Methods for Regional Seismic Response Analysis, 8th National Conference on Earthquake Engineering, San Francisco, Paper No. 8NCEE-001349, April 2006.
  48. G.L. Fenves, J. Park, and B. Stojadinovic, ?Parallel Simulation Methods for Regional Seismic Response Analysis, 8th National Conference on Earthquake Engineering, San Francisco, Paper No. 8NCEE-001349, April 2006.
  49. G.L. Fenves and M. Tomizuka, ?Distributed Sensor Applications for Civil Infrastructure Monitoring and Sensing Rich Approach to the Design of Modern Mechatronic Systems, Keynote Lecture, Proceedings, 4th International Conference on Earthquake Engineering, Paper No. 201, Taipei, Taiwan, October 2006.
  50. A. Schellenberg, S.Mahin, and G.L. Fenves, ?Applications of an Experimental Software Framework for International Hybrid Simulation, Proceedings, 4th International Conference on Earthquake Engineering, Paper No. 261, Taipei, Taiwan, October 2006.
  51. S. Kim, D. Culler, J. Demmel, S. Pakzad, G. Fenves, S. Glaser, M. Turon, "Poster Abstract: Wireless Sensor Networks for Structural Health Monitoring, SenSys 2006, 4th ACM Conference on Embedded Networked Sensor Systems, Boulder, November 2006.
  52. G.L. Fenves, ?Computational Simulation for Earthquake Engineering, Keynote Lecture, 4th International Conference on Urban Earthquake Engineering, CUE, Tokyo Institute of Technology, Tokyo, Japan, March 2007.
  53. G.L. Fenves, ?Scalable Wireless Sensor Networks for Structural Monitoring, Keynote Lecture, 5th International Conference on Urban Earthquake Engineering, CUE, Tokyo Institute of Technology, Tokyo, Japan, in press, March 2008

NONREFEREED PUBLICATIONS

Technical Reports

  1. G.L. Fenves and A.K. Chopra, Earthquake Analysis and Response of Concrete Gravity Dams, Report No. UCB/EERC-84/10, Earthquake Engineering Research Center, University of California, Berkeley, August 1984.
  2. G.L. Fenves and A.K. Chopra, EAGD-84: A Computer Program for Earthquake Analysis of Concrete Gravity Dams, Report No. UCB/EERC-84/11, Earthquake Engineering Research Center, University of California, Berkeley, August 1984.
  3. G.L. Fenves and A.K. Chopra, Simplified Analysis for Earthquake Resistant Design of Concrete Gravity Dams, Report No. UCB/EERC-85/10, Earthquake Engineering Research Center, University of California, Berkeley, June 1986.
  4. L.M. Vargas-Loli and G.L. Fenves, Nonlinear Earthquake Response of Concrete Gravity Dams, Report to NSF, Department of Civil Engineering, University of Texas at Austin, December 1987.
  5. G. Serino and G.L. Fenves, Dynamic Soil-Structure Interaction in Building Response from Earthquake Records, Report No. UCB/SEMM-89/01, Department of Civil Engineering, University of California, Berkeley, January 1989.
  6. G. Serino and G.L. Fenves, Evaluation of Soil-Structure Interaction in Buildings During Earthquakes, Final Report, California Strong Motion Instrumentation Program, California Department of Conservation, June 1989.
  7. G.L. Fenves, S. Mojtahedi and R.B. Reimer, ADAP-88: A Computer Program for Nonlinear Earthquake Analysis of Concrete Arch Dams, Report No. UCB/EERC-89/12, Earthquake Engineering Research Center, University of California, Berkeley, November 1989.
  8. P. Mira and G.L. Fenves, Evaluation of Lateral Force Procedures for Buildings, Final Report, California Strong Motion Instrumentation Program, California Department of Conservation, December 1990.
  9. G.L. Fenves, F.C. Filippou, D.T. Sze, Response of the Dumbarton Bridge in the Loma Prieta Earthquake, Report No. UCB/EERC-92/02, Earthquake Engineering Research Center, University of California, Berkeley, January 1992.
  10. S. Mojtahedi, G.L. Fenves and R.B. Reimer, ADAP-88: A Computer Program for Nonlinear Earthquake Analysis of Concrete Arch Dams, User Guide, Report No. UCB/EERC-92/10, Earthquake Engineering Research Center, University of California, Berkeley, March 1992.
  11. S. Mojtahedi, G.L. Fenves and R.B. Reimer, Parameter Study of Joint Opening Effects on Earthquake Response of Arch, Report No. UCB/EERC-92/05, Earthquake Engineering Research Center, University of California, Berkeley, April 1992.
  12. L.M. Bozzo and G.L. Fenves, Qualitative Reasoning About Structural Behavior for Conceptual Design, Report No. UCB/SEMM-92/26, Department of Civil Engineering, University of California, Berkeley, December 1992.
  13. S. Rahmann, G.L. Fenves, and G.H. Powell, Seismic Condition Assessment of the East Bay Crossing of the San Francisco-Oakland Bay Bridge, Volume 4: An Engineering Database for Seismic Evaluation, Report to California Department of Transportation, Department of Civil Engineering, University of California, Berkeley, December 1993.
  14. J.W. Chavez and G.L. Fenves, Earthquake Analysis and Response of Concrete Gravity Dams with Base Sliding, Report No. UCB/EERC-93/07, Earthquake Engineering Research Center, University of California, Berkeley, August 1993.
  15. J. Lee and G.L. Fenves, Numerical Implementation of Plastic-Damage Model for Concrete Under Cyclic Loading: Application to Concrete Dams, Report No. UCB/SEMM-94/03, Department of Civil Engineering, University of California, Berkeley, May 1994.
  16. G.L. Fenves and C.R. Thewalt, ?Transportation Structures, Chapter 5 in Preliminary Report on the Seismological and Engineering Aspects of the January 17, 1994 Northridge Earthquake, Report No. UCB/EERC-94/01, Earthquake Engineering Research Center, University of California, Berkeley, January 1994.
  17. W. Chavez and G.L. Fenves, EAGD-SLIDE: A Computer Program for the Earthquake Analysis of Concrete Gravity Dams Including Base Sliding, Report No. UCB/SEMM-94/02, Department of Civil and Environmental Engineering, University of California, Berkeley, May 1994..
  18. S.P. Singh and G.L. Fenves, Earthquake Analysis and Response of Two-Level Viaducts, Report No. UCB/EERC-94/11, Earthquake Engineering Research Center, University of California, Berkeley, October 1994.
  19. R. DesRoches and G.L. Fenves, Response of the Northwest Connector in the Landers and Big Bear Earthquakes, Report No. UCB/EERC-94/12, Earthquake Engineering Research Center, University of California, Berkeley, December 1994.
  20. A. Gilani, S.A. Mahin, G.L. Fenves, I.D. Aiken and J.W. Chavez, Field Testing of Bridge Retrofit Concepts, Part 1 of 2: Field Testing and Dynamic Analysis of a Four-Span Seismically Isolated Viaduct in Walnut Creek, CA, Report No. UCB/EERC-95/14, Earthquake Engineering Research Center, University of California, Berkeley, December 1995.
  21. A. Gilani, J.W. Chavez and G.L. Fenves, Field Testing of Bridge Design and Retrofit Concepts, Part 2 of 2: Experimental and Analytical Studies of the Mt. Diablo Boulevard, Report No. UCB/EERC-96/02, Earthquake Engineering Research Center, University of California, Berkeley, June 1996.
  22. A. Astaneh-Asl, J.F. Hall, G.L Fenves, et al., Innovative Techniques of Response Control, Report No. CKI-20, California Universities for Research in Earthquake Engineering, March 1998.
  23. A. Gilani, J.W. Chavez, G.L. Fenves and A.S. Whittaker, Seismic Evaluation of 196kV Porcelain Transformer Bushings, Report No. PEER-1998/02, Pacific Earthquake Engineering Research Center, University of California, Berkeley, May, 1998.
  24. J.P. Stewart, R.B. Seed and G.L. Fenves, Empirical Evaluation of Inertial Soil-Structure Interaction Effects, Report No. PEER-98/07, Pacific Earthquake Engineering Research Center, University of California, Berkeley, November 1998.
  25. G.L. Fenves and M. Ellery, Behavior and Failure Analysis of a Multiple-Frame Highway Bridge in the 1994 Northridge Earthquake, Report No. PEER-98/08, Pacific Earthquake Engineering Research Center, University of California, Berkeley, December 1998.
  26. A. Gilani, A.S. Whittaker, G.L. Fenves and E. Fujisaki, Seismic Evaluation of 550 kV Porcelain Transformer Bushings, Report No. PEER-1999/14, Pacific Earthquake Engineering Research Center, University of California, October 1999.
  27. A. Gilani, A.S. Whittaker, G.L. Fenves and E. Fujisaki, Seismic Evaluation and Retrofit of 230-kV Porcelain Transformer Bushings, Report No. PEER-1999/14, Pacific Earthquake Engineering Research Center, University of California, Berkeley, December 1999.
  28. S. Mojtahedi and G.L. Fenves, Effect of Contraction Joint Opening on Pacoima Dam in the 1994 Northridge Earthquake, Data Utilization Report CSMIP/00-5, California Division of Mines and Geology, California Department of Conservation, March 2000.
  29. A. Gilani, A.S. Whittaker, G.L. Fenves, C.-H. Chen, H. Ho and E. Fujisaki, Seismic Evaluation and Analysis of 230-kV Disconnect Switches, Report No. PEER-1999/14, Pacific Earthquake Engineering Research Center, University of California, Berkeley, July 2000.
  30. S. Mazzoni, G.L. Fenves, and J.B. Smith, ?Effect of Local Deformations on Lateral Response of Bridge Frames,”2004, final report, California Department of Transportation, Contract No. 59A0201.
  31. Takhirov, S.M., G.L. Fenves, E. Fujisaki and D. Clyde, Ground Motions for Earthquake Simulator Qualification of Electrical Substation Equipment, Pacific Earthquake Engineering Research Center, University of California, Berkeley, January 2005, Report No. PEER 2004-07 , 183 pp.
  32. Takhirov, S.M., G.L. Fenves and E.Fujisaki, Seismic Qualification and Fragility Testing of Line Break 550-kV Disconnect Switches, Pacific Earthquake Engineering Research Center, University of California, Berkeley, February 2005, Report No. PEER 2004-08, 142 pp.
  33. Grant, D., G.L. Fenves and F. Auricchio, Modelling and Analysis of High-damping Rubber Bearings for the Seismic Protection of Bridges, European School for Advanced Studies in Reduction of Seismic Risk, Pavia, Italy, May 2005, Research Report No. ROSE-2005/01, 189 pp.

Conference and Symposium Proceedings

  1. G. Serino and G.L. Fenves, ?Soil-Structure Effects in Building Response, Proceedings, SMIP 89 Seminar, California Strong Motion Instrumentation Program, California Division of Mines and Geology, May 1989, pp. 11-1 to 11-10.
  2. G.L. Fenves, ?Evaluation of Lateral Force Procedures for Buildings, Proceedings, SMIP 90 Seminar, California Strong Motion Instrumentation Program, California Division of Mines and Geology, June 1990, pp. 6-1 to 6-10.
  3. G.L. Fenves, F.C. Filippou and D.T. Sze, ?Evaluation of the Dumbarton Bridge in the Loma Prieta Earthquake, Proceedings, First Annual Seismic Research Workshop, California Department of Transportation, December 1991, pp. 67-76.
  4. G.L. Fenves and F.C. Filippou, ?Nonlinear Static and Dynamics Analysis of Reinforced Concrete Members, Subassemblages and Structures, Proceedings, First Annual Seismic Research Workshop, California Department of Transportation, December 1991, pp. 195-202.
  5. G.L. Fenves, ?Earthquake Analysis and Response of Multi-span Bridges and Viaduct Structures, Seismic Design and Retrofit of Bridges, Earthquake Engineering Research Center, University of California, Berkeley, June 1992.
  6. S.P. Singh and G.L. Fenves, ?Earthquake Response of Multi-Span Freeway Structures, Proceedings, Second Annual Seismic Research Workshop, California Department of Transportation, March 1993.
  7. R. DesRoches and G.L. Fenves, ?Response of the Northwest Connector in the Landers and Big Bear Earthquakes, SMIP 94 Seminar, California Strong Motion Instrumentation Program, California Division of Mines and Geology, May 1994, pp. 61-74.
  8. G.L. Fenves, ?Nonlinear Dynamic Analysis of Earthquake Response of Bridges, Seismic Design and Retrofitting of Reinforced Concrete Bridges, Proceedings, Second International Workshop, Queenstown, New Zealand, August 1994, pp. 3-24.
  9. G.L. Fenves and S.P. Singh, ?Earthquake Response of Structure 'A' Using Nonlinear Dynamic Analysis, Seismic Design and Retrofitting of Reinforced Concrete Bridges, Proceedings, the Second International Workshop, Queenstown, New Zealand, August 1994, pp. 701-724.
  10. G.L. Fenves, ?Seismic Evaluation of Concrete Dams Using Nonlinear Analysis, Proceedings, NSF Natural Hazard Mitigation Grantees Workshop, North Tahoe, California, April 1995.
  11. G.L. Fenves and S. Mojtahedi, ?Effect of Contraction Joint Opening on Pacoima Dam in the 1994 Northridge Earthquake, Proceedings, SMIP 95 Seminar, California Strong Motion Instrumentation Program, California Division of Mines and Geology, May 1995, pp. 57-68.
  12. G.L. Fenves and P. Chung, ?Effects of Pile Footings on Inelastic Earthquake Response of Bridge Columns, Proceedings, Twelfth U.S.-Japan Bridge Engineering Workshop, UJNR Panel on Wind and Seismic Effects, Buffalo, New York, October 1996, pp. 121-135.
  13. R. DesRoches and G.L. Fenves, ?Intermediate Hinge Restrainers for Bridges: Performance, Design, and Retrofit, Proceedings, Third U.S.-Japan Workshop on Seismic Retrofit of Bridges, Osaka, Japan, December 1996.
  14. A. Gilani, S.A. Mahin, G.L. Fenves, J.W. Chavez, and I. Aiken, ?Field Testing of a Four-span Seismically Isolated Bridge, Proceedings, Fourth U.S.-Japan Workshop on Protective Systems for Bridges, Osaka, Japan, December 1996.
  15. A.S. Whittaker, I. Aiken, P. Clark, G.L. Fenves, N. Makris and S.A. Mahin, ?Testing of Protective Systems and Hardware for Bridge Applications, Proceedings, Fourth U.S.-Japan Workshop on Protective Systems for Bridges, Osaka, Japan, December 1996.
  16. G.L. Fenves, ?Utilization of Strong-Motion Data from Bridges and Dams, SMIP 97 Seminar, California Strong Motion Instrumentation Program, California Division of Mines and Geology, May 1997, pp. 111-127.
  17. G.L. Fenves, W.-H. Huang, A.S. Whittaker, P. Clark and S.A. Mahin, ?Modeling and Characterization of Seismic Isolation Bearings, Proceedings, U.S.-Italy Workshop on Seismic Protective Systems for Bridges, National Center for Earthquake Engineering, New York, New York, April 1998.
  18. G.L. Fenves and M. Ellery, ?Evaluation of the R14/I5 Separation and Overhead in the 1994 Northridge Earthquake, Fifth Caltrans Seismic Workshop, California Department of Transportation, June 1998.
  19. G.L. Fenves, A.S. Whittaker, W.-H. Huang, P.W. Clark and S.A. Mahin, ?Analysis and Testing of Seismically Isolated Bridges Under Bi-axial Excitation, Fifth Caltrans Seismic Workshop, California Department of Transportation, June 1998.
  20. Fenves, G.L., and Ellery, M. ?Evaluation of the R14/I5 Separation and Overhead in the 1994 Northridge Earthquake, 5th Caltrans Seismic Workshop, Sacramento, June 1998.
  21. Fenves, G.L., Whittaker, A.S., Huang, W.–H., Clark, P.W., and Mahin, S.A. ?Analysis and Testing of Seismically Isolated Bridges Under Bi–axial excitation, 5th Caltrans Seismic Workshop, Sacramento, June 1998.
  22. Jeeho Lee, Filip C. Filippou, and Gregory L. Fenves, "Simulation of Hysteretic Behavior of Reinforced Concrete Members," Structural Engineering in the 21st Century, Richard Avent, Editor, ASCE, 1999, pp. 199-202.
  23. G.L. Fenves, ?Instrumentation for Assessment of Earthquake Performance of Bridges and Dams, Proceedings, Instrumental Systems for Diagnostics of Seismic Response of Bridges and Dams, Recommended Guidelines, Report CP-2001/01, COSMOS, January 2001.
  24. G.L. Fenves and S.A. Mahin, ?Summary of Performance of Modern Bridges in the 1999 Chi-chi, Taiwan Earthquake, Proceedings, Instrumental Systems for Diagnostics of Seismic Response of Bridges and Dams, Recommended Guidelines, Report CP-2001/01, COSMOS, January 2001.
  25. A.S. Whittaker, G.L. Fenves, and A.J. Gilani, ?Evaluation of seismic qualification procedures for high-voltage substation equipment, Proceedings of the 2001 Structures Congress and Exposition, ASCE, May 2001.
  26. S. Mazzoni, J.B. Smith, and G.L. Fenves, ?Effects of local deformations on the seismic response of bridge structures, The 6th Caltrans Seismic Research Workshop, Sacramento, California, June 2001.
  27. S. Mazzoni and G.L. Fenves ?Flexibility of Beam-Column Connections in RC Frames — Joint Shear and Bar Elongation/Slip. Proceedings, ASCE Structures Congress, Seattle, May 2003.
  28. M.H. Scott and G.L. Fenves, "A Krylov Subspace Accelerated Newton Algorithm," Proceedings, ASCE Structures Congress, Seattle, May 2003.
  29. G.L. Fenves, ?A Vision for Computational Simulation in Earthquake Engineering, Proceeding, NSF Workshop on Computational Simulation and Visualization Environment for NEES, Lawrence, Kansas, December 2003.
  30. G.L. Fenves, ?Needs for Collaborative Research Programs in Computational Simulation for Earthquake Engineering, Proceedings, Workshop on NEES/E-Defense Collaboration, National Science Foundation and NIED (Japan), April 2004.
  31. S. Pakzad and G.L. Fenves, ?Structural Health Monitoring Applications Using MEMS Sensor Networks, Proceedings, 4th International Workshop on Structural Control, Columbia University, June 2004.

CHAPTERS IN BOOKS AND EDITED PROCEEDINGS

  1. "Nonlinear Analysis and Response Behavior", Chapter 4, Earthquake Engineering for Concrete Dams: Design Performance and Research Needs, Panel on Earthquake Engineering for Concrete Dams, National Academy Press, 1990, pp. 61-79.
  2. Co-Editor, Structural Engineering Worldwide, 1998, Proceedings of the Structural Engineers World Congress, Elsevier, July 1998.
  3. F.C. Filippou and G.L. Fenves, "Methods of analysis for earthquake-resistant structures (Chapter 6)" Earthquake Engineering: From Engineering Seismology to Performance-Based Engineering, CRC Press, pp. 6-1-6-65, 2004