An Enhanced project is a project that has been checked for completeness and includes:

- Drawings
- Material Information
- Complete and detailed Sensor Information
- At least one data file that can be read and plotted by a data visualization tool (e.g. inDEED)
- At least one report or publication

• 13 - Evaluation of Ground Rupture Effects on Critical Lifelines - PI(s): Thomas Denis O'Rourke, Harry Stewart, Kathleen Krafft, Michael O'Rourke, Michael Symans
• 21 - Semiactive Control of Nonlinear Structures - PI(s): Richard Christenson
• 22 - Experimental and Analytical Investigation of Non-rectangular Walls under Multidirectional Loads - PI(s): Catherine French, Ricardo Lopez, Sri Sritharan
• 24 - Behavior of Braced Steel Frames With Innovative Bracing Schemes - A NEES Collaboratory Project - PI(s): Roberto Leon, Jack Moehle, Andrei Reinhorn, Benson Shing, Michel Bruneau, Reginald DesRoches
• 27 - Dynamic Behavior of Slickensided Surfaces - PI(s): Ross Boulanger, James Duncan
• 32 - Using NEES as a Testbed for Studying Soil-Foundation-Structure Interaction: Shaking Table Tests - PI(s): Mehdi Saiidi
• 33 - Seismic Performance of Bridge Systems with Conventional and Innovative Materials - PI(s): Mehdi Saiidi, Ahmed Elgamal
• 42 - Dynamic Passive Pressure on Full-Scale Pile Caps: Phase 1 - PI(s): Travis Gerber, Kyle Rollins
• 46 - Development of a Seismic Design Methodology for Precast Floor Diaphragms - PI(s): Robert Fleischman, Clay Naito, José Restrepo, Richard Sause
• 47 - Innovative Applications of Damage Tolerant Fiber-Reinforced Cementitious Materials for New Earthquake-Resistant Structural Systems and Retrofit of Existing Structures - PI(s): James Wight, Sarah Billington, Sherif El-Tawil, Gustavo Parra-Montesinos
• 78 - Inelastic Web Crushing Performance Limits of High-Strength-Concrete Structural Walls - PI(s): Rigoberto Burgueño, Eric Hines
• 84 - Sidesway Collapse of Deteriorating Structural Systems Under Seismic Excitations - PI(s): Helmut Krawinkler, Andrew Whittaker
• 86 - NEESR-GC: Seismic Risk Mitigation for Port Systems - PI(s): Glenn Rix, Dominic Assimaki, Ross Boulanger, Reginald DesRoches, Alan Erera, Patricia Gallagher, James LaFave, Dawn Lehman, Roberto Leon, Ellen Rathje, Charles Roeder, Stuart Werner, Andrew Whittle
• 96 - Ultra-Low Cycle Fatigue and Fracture in Steel Structures - PI(s): Amit Kanvinde
• 104 - Behavior, Analysis and Design of Complex Wall Systems - PI(s): Laura Lowes, Daniel Kuchma, Dawn Lehman, Jian Zhang
• 116 - Highly-Damage-Tolerant Slab-Column Frame Systems - PI(s): Gustavo Parra-Montesinos
• 120 - Multi-Site Soil-Structure-Foundation Interaction Test (MISST):Lehigh - PI(s): James Ricles
• 135 - Hybrid Simulation and Shake-Table Tests on RC Buildings With Masonry Infill Walls - PI(s): Khalid Mosalam
• 138 - Development of a Performance-Based Seismic Design Philosophy for Mid-Rise Woodframe Construction - PI(s): John Van de Lindt, Rachel Davidson, Andre Filiatrault, David Rosowsky, Michael Symans
• 155 - Using NEES Field Shakers and IRIS Equipment to Measure Crustal Structure - PI(s): Simon Klemperer
• 164 - Study of Surface Wave Methods for Deep Shear Wave Velocity Profiling Applied to the Deep Sediments of the Mississippi Embayment - PI(s): Brent Rosenblad
• 166 - Mechanisms and Implications of Time-Dependent Changes in the State and Properties of Recently Liquefied Sands - PI(s): Russell Green
• 171 - A Phase 1 Prediction of Dynamic Response of Spread Footings on Sand - PI(s): Dennis Hiltunen
• 173 - Deep Surface Wave Profiling in the Salt Lake Valley - PI(s): Kenneth H. Stokoe
• 180 - Using NEES as a Testbed fo Studying Soil-Foundation-Structure Interaction: Centrifuge Tests - PI(s): Bruce Kutter, Pedro Arduino, Boris Jeremic, Dan Wilson
• 205 - Pile Pinning Effects on a Bridge Abutment in Laterally Spreading Ground during Earthquakes - PI(s): Ross Boulanger
• 224 - Towards developing an engineering procedure for evaluating building performance on softened ground - PI(s): Jonathan Bray
• 327 - Control of Plastic Hinging Behavior of RC Bridge Systems - PI(s): JoAnn Browning
• 361 - Collaboration between E-Defense and NEES: Studying Pile Stress in Laterally Spread Ground - PI(s): Ross Boulanger
• 411 - Experimental Investigation of a Prototype Elastomeric Structural Damper - PI(s): James Ricles, Richard Sause
• 412 - Seismically Induced Delayed-Landslides in Homogeneous Cohesive Slopes and Embankments - PI(s): Joseph Wartman, Joseph Wartman
• 414 - Using the NEES Field Shakers to Induce Liquefaction at Previous Liquefaction Sites - PI(s): Kenneth H. Stokoe, Ellen Rathje
• 516 - Field Measurements of Nonlinear Soil Properties - PI(s): Kenneth H. Stokoe, Sharon Wood
• 523 - SASW Measurements at USGS Hawaiian Strong Motion Network - PI(s): Ivan Wong, Brady Cox,Kenneth H. Stokoe
• 565 - Innovative Economical Foundations with Improved Performance that is Less Sensitive to Site Conditions - PI(s): Bruce Kutter
• 605 - International Hybrid Simulation of Tomorrow's Braced Frame Systems - PI(s): Charles Roeder, Dawn Lehman, Stephen Mahin, Taichiro Okazaki
• 625 - Experimental Investigation of a Full-Scale Flat-Plate Reinforced Concrete Structure Subjected to Cyclic Lateral Loading in the Inelastic Range of Response - PI(s): Mete Sozen, Michael Kreger
• 637 - Mitigation of Collapse Risk in Vulnerable Concrete Buildings - PI(s): Jack Moehle, Thalia Anagnos, Mary Comerio, Julio Ramirez, Jonathan Stewart
• 664 - Development of Performance Based Tsunami Engineering, PBTE - PI(s): Ron Riggs, Kwok Fai Cheung, Ian Robertson, Yin Lu Young
• 665 - Leveraging Tsunami Research - Wave Loading on Residential Structures with Earthquake and Hurricane Applications - PI(s): John Van de Lindt, Rakesh Gupta
• 672 - Deep Shear Wave Velocity Measurements in the Las Vegas Basin - PI(s): Barbara Luke
• 679 - Performance-Based Design of New Masonry: UCSD - PI(s): Richard Klingner, Nardin Wasef, William McGinley, David McLean, Benson Shing
• 680 - Performance-Based Design of New Masonry: UT - PI(s): Richard Klingner, William McGinley, David McLean, Benson Shing
• 681 - Performance-Based Design of New Masonry:NCA&T - PI(s): Richard Klingner, William McGinley, David McLean, Benson Shing
• 711 - Advanced Servo-Hydraulic Control and Real-Time Testing of Damped Structures - PI(s): James Ricles
• 712 - Investigation of Near-Fault Ground Motion Effects on Substandard Bridge Columns and Bents - PI(s): Mehdi Saiidi
• 728 - Large-Scale Testing of Fault Rupture Effects for SFPUC - BDPL3 & 4 Fault Crossing Phase 2 - PI(s): Thomas Denis O'Rourke, Harry Stewart
• 736 - SASW Measurements at Stanford University - PI(s): Ivan Wong,Kenneth H. Stokoe
• 904 - Reinforced Concrete Columns Reinforced with High-Strength Steel - PI(s): Santiago Pujol, Andres Lepage
• 905 - Shear Strength Decay in Reinforced Concrete Columns Subjected to Large Deflection Reversals - PI(s): Mete Sozen, James Wight
• 915 - Behavior of Ten Story Reinforced Concrete Walls Subjected to Earthquake Motions - PI(s): Mete Sozen
• 923 - Earthquake Hazard Reduction for Critical Facilities - PI(s): Henri Gavin
• 940 - Characterization of Dynamic Soil-Pile Interaction by Random Vibration Methods - PI(s): Jeramy Ashlock
• 964 - Using NEES as a Testbed for Studying Soil-Foundation-Structure Interaction (SFSI): Field Tests - PI(s): Sharon Wood
• 973 - Real-Time Hybrid Simulation Test-Bed for Structural Systems with Smart Dampers - PI(s): James Ricles
• 994 - An Investigation of the Unit Shear Strength of Geometrically Scaled Reinforced Concrete Beams - PI(s): Matthew Murray
• 1019 - Experimental Study of Frame-Wall Interaction in Reinforced Concrete Structures Subjected to Strong Earthquake Motions - PI(s): Daniel Abrams, Mete Sozen
• 1031 - Dynamic Measurements from a Laboratory Truss in Healthy and Damaged Conditions - PI(s): Yong Gao, Billie Spencer, Zhuoxiong Sun
• 1043 - Experimental Study of the Dynamic Response of a Ten-Story Reinforced Concrete Frame With a Tall First Story - PI(s): Mete Sozen
• 1053 - Experimental Modelling and Analysis of Three One-Tenth-Scale Reinforced Concrete Frame-Wall Structure - PI(s): Mete Sozen
• 1057 - Experiments and Analyses to Study the Seismic Response of Reinforced Concrete Frame-Wall Structures with Yielding Columns - PI(s): Mete Sozen, Marc Eberhard
• 1058 - Experiments to Study Earthquake Response of R/C Structures with Stiffness Interruptions - PI(s): Mete Sozen, Jack Moehle
• 1061 - Earthquake-Simulation Tests of a Ten-Story Reinforced Concrete Frame with a Discontinued First-Level Beam - PI(s): Jack Moehle, Mete Sozen
• 1063 - An Experimental and Analytical Study of the Earthquake Response of R/C Frames with Yielding Columns - PI(s): Mete Sozen, Arturo Schultz
• 1065 - Experiments to Study Seismic Drift of Reinforced Concrete Structures - PI(s): John Bonacci, Mete Sozen
• 1068 - Experiments to Study the Earthquake Response of Reinforced Concrete Frames with Setbacks - PI(s): Mete Sozen, Sharon Wood
• 1072 - Response of Ten Story, Reinforced Concrete Model Frames to Simulated Earthquakes - PI(s): Mete Sozen
• 1169 - The Effect of Scale on the Resistance of Reinforced Concrete Beams to Shear - PI(s): Kaylor McCain, Santiago Pujol