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University of Minnesota-Twin Cities experiments


Current Site Status: NEES Research Activities

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Experiments Summary


PhaseExperiments
Design1
Complete70
Demolition1
Fabrication1

Experiment List


NEESR-CR Full-Scale RC and HPRFC Frame Subassemblages Subjected to Collapse-Consistent Loading Protocols for Enhanced Collapse Simulation and Internal Damage Characterization

Status: Experimental Design
Planned for 2014-06-30 08:00 CST

A total of four fiber reinforced concrete perimeter beam-column sub-assemblages will be constructed and tested. The load protocol is a cyclic test with a uni-directional test to failure. Axial load (compression) will be applied. Reinforced concrete (... [more]

Unbonded Post-Tensioned Rocking Walls for Seismic Resilient Structures Specimen PFS2

Status: Specimen Fabrication
Planned for 2014-05-05 08:00 CST

This award is an outcome of the NSF 09-524 program solicitation for NEES Research. The project team includes Iowa State University (ISU) as well as two University of Minnesota campuses: Twin Cities (UMN) and Duluth (UMD) and two international coll... [more]

Unbonded Post-Tensioned Rocking Walls for Seismic Resilient Structures Specimen PFS1

Status: Specimen Demolition [Video Stream]
Planned for 2014-03-20 08:00 CST

This award is an outcome of the NSF 09-524 program solicitation for NEES Research. The project team includes Iowa State University (ISU) as well as two University of Minnesota campuses: Twin Cities (UMN) and Duluth (UMD) and two international coll... [more]

NEESR-CR Steel Truss Systems with Enhanced Seismic Safety and Performance Specimen STMF 2.0

Status: Completed
Planned for 2013-10-14 08:00 CST

This award is an outcome of the NSF 09-524 program solicitation “George E. Brown, Jr. Network for Earthquake Engineering Simulation (NEES) Research (NEESR)” competition and includes the University of Texas, Arlington (lead) and Valparaiso Univers... [more]

NEESR-CR Steel Truss Systems with Enhanced Seismic Safety and Performance Specimen STMF 3.0

Status: Completed
Planned for 2013-09-12 08:00 CST

This award is an outcome of the NSF 09-524 program solicitation “George E. Brown, Jr. Network for Earthquake Engineering Simulation (NEES) Research (NEESR)” competition and includes the University of Texas, Arlington (lead) and Valparaiso Univers... [more]

NEESR-CR Steel Truss Systems with Enhanced Seismic Safety and Performance Specimen STMF 1.2

Status: Completed
Planned for 2013-07-28 08:00 CST

This award is an outcome of the NSF 09-524 program solicitation “George E. Brown, Jr. Network for Earthquake Engineering Simulation (NEES) Research (NEESR)” competition and includes the University of Texas, Arlington (lead) and Valparaiso Univers... [more]

NEESR-CR Steel Truss Systems with Enhanced Seismic Safety and Performance Specimen STMF 1.1

Status: Completed
Planned for 2013-07-01 08:00 CST

This award is an outcome of the NSF 09-524 program solicitation “George E. Brown, Jr. Network for Earthquake Engineering Simulation (NEES) Research (NEESR)” competition and includes the University of Texas, Arlington (lead) and Valparaiso Univers... [more]

NEESR-CR Full-Scale RC and HPRFC Frame Subassemblages Subjected to Collapse-Consistent Loading Protocols for Enhanced Collapse Simulation and Internal Damage Characterization - Specimen CIII-2

Status: Completed
Planned for 2013-04-25 08:00 CST

Specimen CIII-2 is a fiber reinforced concrete perimeter column, 28"x28" in dimension and 13'-3" tall. The load protocol is a cyclic test with a bi-directional test to failure. Axial load (compression) is 1176 kips. Reinforced concrete (RC) structure... [more]

NEESR-CR Full-Scale RC and HPRFC Frame Subassemblages Subjected to Collapse-Consistent Loading Protocols for Enhanced Collapse Simulation and Internal Damage Characterization - Specimen C1-7

Status: Completed
Planned for 2013-04-03 08:00 CST

Specimen C1-7 is a reinforced concrete perimeter column, 36"x28" in dimension and 13'-3" tall. The load protocol is a cyclic test with a bi-directional test to failure. Axial load (compression) is 756 kips. Reinforced concrete (RC) structures compris... [more]

NEESR-CR Full-Scale RC and HPRFC Frame Subassemblages Subjected to Collapse-Consistent Loading Protocols for Enhanced Collapse Simulation and Internal Damage Characterization - Specimen C1-1

Status: Completed
Planned for 2013-03-04 08:00 CST

Specimen C1-1 is a reinforced concrete perimeter column, 36"x28" in dimension and 13'-3" tall. The load protocol is a cyclic test with a monotonic test to failure. Axial load (compression) is 756 kips. Reinforced concrete (RC) structures compris... [more]

NEESR-CR Full-Scale RC and HPRFC Frame Subassemblages Subjected to Collapse-Consistent Loading Protocols for Enhanced Collapse Simulation and Internal Damage Characterization - Specimen C2-2

Status: Completed
Planned for 2013-02-11 12:00 CST

Specimen C2-2 is a reinforced concrete interior column, 28"x28" in dimension and 13'-3" tall. The load protocol is a cyclic test with a monotonic test to failure. Axial load (compression) is 1176 kips. Reinforced concrete (RC) structures compris... [more]

NEESR-CR Full-Scale RC and HPRFC Frame Subassemblages Subjected to Collapse-Consistent Loading Protocols for Enhanced Collapse Simulation and Internal Damage Characterization - Specimen C1-6

Status: Completed
Planned for 2013-01-17 08:00 CST

Specimen C1-6 is a reinforced concrete perimeter column, 36"x28" in dimension and 13'-3" tall. The load protocol is a cyclic test with a monotonic test to failure. Axial load (compression) is 756 kips. Reinforced concrete (RC) structures compris... [more]

NEESR-CR Full-Scale RC and HPRFC Frame Subassemblages Subjected to Collapse-Consistent Loading Protocols for Enhanced Collapse Simulation and Internal Damage Characterization - Specimen C1-5

Status: Completed
Planned for 2013-01-02 08:00 CST

Specimen C1-5 is a reinforced concrete perimeter column, 36"x28" in dimension and 13'-3" tall. The load protocol is a cyclic test to failure with an axial load (compression) of 756 kips. Reinforced concrete (RC) structures comprise a large number... [more]

NEESR-CR Full-Scale RC and HPRFC Frame Subassemblages Subjected to Collapse-Consistent Loading Protocols for Enhanced Collapse Simulation and Internal Damage Characterization - Specimen C1-2

Status: Completed
Planned for 2012-12-05 08:00 CST

Specimen C1-2 is a reinforced concrete perimeter column, 36"x28" in dimension and 13'-3" tall. The load protocol is a cyclic test to failure with an axial load (compression) of 756 kips. Reinforced concrete (RC) structures comprise a large number... [more]

NEESR-CR Full-Scale RC and HPRFC Frame Subassemblages Subjected to Collapse-Consistent Loading Protocols for Enhanced Collapse Simulation and Internal Damage Characterization - Specimen C1-4

Status: Completed
Planned for 2012-11-07 08:00 CST

Specimen C1-4 is a reinforced concrete perimeter column, 36"x28" in dimension and 13'-3" tall. The load protocol is a monotonic test to failure with an axial load (compression) of 756 kips. Reinforced concrete (RC) structures comprise a large num... [more]

NEESR-CR Multi-Scale, Mechanistic Fracture Prediction and Optimal Panel Zone Participation in Steel Moment Frame Buildings - Specimen UTx-03

Status: Completed
Planned for 2012-08-13 08:00 CST

Specimen UTx-03 W33x263 Column and W30x108 Beams with Bolted Beams Column in Tension = 0 Kips Steel moment frames are widely used for seismic-resistant building construction throughout the United States and in many other parts of the world. Altho... [more]

NEESR-CR Multi-Scale, Mechanistic Fracture Prediction and Optimal Panel Zone Participation in Steel Moment Frame Buildings - Specimen UTx-02

Status: Completed
Planned for 2012-07-26 12:00 CST

Specimen UTx-02 W33x263 Column and W30x108 Beams with Bolted Beams Column in Tension = 0 Kips Steel moment frames are widely used for seismic-resistant building construction throughout the United States and in many other parts of the world. Altho... [more]

NEESR-CR Multi-Scale, Mechanistic Fracture Prediction and Optimal Panel Zone Participation in Steel Moment Frame Buildings - Specimen UTx-01

Status: Completed
Planned for 2012-07-12 08:00 CST

Specimen UTx-01 W33x263 Column and W30x108 Beams with Bolted Beams Column in Tension = 0 Kips Steel moment frames are widely used for seismic-resistant building construction throughout the United States and in many other parts of the world. Altho... [more]

NEESR-CR Multi-Scale, Mechanistic Fracture Prediction and Optimal Panel Zone Participation in Steel Moment Frame Buildings - Specimen UTx-07

Status: Completed
Planned for 2012-06-25 08:00 CST

Specimen UTx-07 W14x398 Column and W36x150 Beams with Bolted Beams Column in Tension = 0 Kips Steel moment frames are widely used for seismic-resistant building construction throughout the United States and in many other parts of the world. Altho... [more]

NEESR-CR Multi-Scale, Mechanistic Fracture Prediction and Optimal Panel Zone Participation in Steel Moment Frame Buildings - Specimen UTx-06

Status: Completed
Planned for 2012-06-11 08:00 CST

Specimen UTx-06 W14x398 Column and W36x150 Beams Column in Tension = 0 Kips Steel moment frames are widely used for seismic-resistant building construction throughout the United States and in many other parts of the world. Although steel moment f... [more]

NEESR-CR Multi-Scale, Mechanistic Fracture Prediction and Optimal Panel Zone Participation in Steel Moment Frame Buildings - Specimen UTx-05

Status: Completed
Planned for 2012-05-22 08:00 CST

Specimen UTx-05 W14x398 Column and W36x150 Beams Column in Tension = 0 Kips Steel moment frames are widely used for seismic-resistant building construction throughout the United States and in many other parts of the world. Although steel moment f... [more]

NEESR-CR Multi-Scale, Mechanistic Fracture Prediction and Optimal Panel Zone Participation in Steel Moment Frame Buildings - Specimen UTx-04

Status: Completed
Planned for 2012-04-25 08:00 CST

Specimen UTx-04 W14x398 Column and W36x150 Beams Column in Tension = 0 Kips Steel moment frames are widely used for seismic-resistant building construction throughout the United States and in many other parts of the world. Although steel moment f... [more]

NEESR-CR Multi-Scale, Mechanistic Fracture Prediction and Optimal Panel Zone Participation in Steel Moment Frame Buildings - Specimen UTx-10

Status: Completed
Planned for 2012-04-02 08:00 CST

Specimen UTx-10 W12x106 Column and W24x55 Beams Column in Tension = 1200 Kips Steel moment frames are widely used for seismic-resistant building construction throughout the United States and in many other parts of the world. Although steel moment... [more]

NEESR-CR Multi-Scale, Mechanistic Fracture Prediction and Optimal Panel Zone Participation in Steel Moment Frame Buildings - Specimen UTx-09

Status: Completed
Planned for 2012-03-08 08:00 CST

Specimen UTx-09 W12x106 Column and W24x55 Beams Column in Tension = 700 Kips Steel moment frames are widely used for seismic-resistant building construction throughout the United States and in many other parts of the world. Although steel moment... [more]

NEESR-CR Multi-Scale, Mechanistic Fracture Prediction and Optimal Panel Zone Participation in Steel Moment Frame Buildings - Specimen UTx-08

Status: Completed
Planned for 2012-02-21 08:00 CST

Specimen UTx-08 W12x106 Column and W24x55 Beams Steel moment frames are widely used for seismic-resistant building construction throughout the United States and in many other parts of the world. Although steel moment frames were studied extensivel... [more]

NEESR-CR Assessment of Punching Shear Vulnerability Specimen 4

Status: Completed
Planned for 2011-12-13 08:00 PST

NEESR-CR, Assessment of Punching Shear Vulnerability and Seismic Retrofit of Slab-Column Connections with Shear Stud Reinforcement Gustavo Parra-Montesinos, UMi Carol K Shield, UMn Eric Matzke, UMn Slab-column (flat plate) frame systems are widely us... [more]

NEESR-CR: An Innovative Seismic Performance Enhancement Technique for Steel Building Beam-Column Connections - Specimen 4

Status: Completed
Planned for 2011-11-10 12:00 CST

The proposed seismic enhancement technique involves heat treating sections of beam flanges by exposing these sections to a very high temperature for certain amount of time before slow air cooling. Such a heat treatment process reduces the strength of... [more]

NEESR-CR: An Innovative Seismic Performance Enhancement Technique for Steel Building Beam-Column Connections - Specimen 3

Status: Completed
Planned for 2011-11-02 12:00 CST

The proposed seismic enhancement technique involves heat treating sections of beam flanges by exposing these sections to a very high temperature for certain amount of time before slow air cooling. Such a heat treatment process reduces the strength of... [more]

NEESR-CR: An Innovative Seismic Performance Enhancement Technique for Steel Building Beam-Column Connections - Specimen 2

Status: Completed
Planned for 2011-10-18 12:00 CST

The proposed seismic enhancement technique involves heat treating sections of beam flanges by exposing these sections to a very high temperature for certain amount of time before slow air cooling. Such a heat treatment process reduces the strength of... [more]

NEESR-CR: An Innovative Seismic Performance Enhancement Technique for Steel Building Beam-Column Connections - Specimen 1

Status: Completed
Planned for 2011-09-26 08:00 PST

The proposed seismic enhancement technique involves heat treating sections of beam flanges by exposing these sections to a very high temperature for certain amount of time before slow air cooling. Such a heat treatment process reduces the strength of... [more]

NEESR-CR Assessment of Punching Shear Vulnerability Specimen 3

Status: Completed
Planned for 2011-07-20 08:00 CST

NEESR-CR, Assessment of Punching Shear Vulnerability and Seismic Retrofit of Slab-Column Connections with Shear Stud Reinforcement Gustavo Parra-Montesinos, UMi Carol K Shield, UMn Eric Matzke, UMn Slab-column (flat plate) frame systems are widely us... [more]

NEESR-CR Assessment of Punching Shear Vulnerability Specimen 2

Status: Completed
Planned for 2011-03-03 08:00 CST

NEESR-CR, Assessment of Punching Shear Vulnerability and Seismic Retrofit of Slab-Column Connections with Shear Stud Reinforcement Gustavo Parra-Montesinos, UMi Carol K Shield, UMn Eric Matzke, UMn Slab-column (flat plate) frame systems are widely us... [more]

NEESR-CR Assessment of Punching Shear Vulnerability Specimen 1

Status: Completed
Planned for 2010-12-09 08:00 CST

NEESR-CR, Assessment of Punching Shear Vulnerability and Seismic Retrofit of Slab-Column Connections with Shear Stud Reinforcement Gustavo Parra-Montesinos, UMi Carol K Shield, UMn Eric Matzke, UMn Slab-column (flat plate) frame systems are w... [more]

International Hybrid Simulation of Tomorrow’s Braced Frame System S-2

Status: Completed
Planned for 2010-07-16 08:00 CST

Charles Roeder and Dawn Lehman from the University of Washington lead this NEESRSG. The project also includes the following institutions: - University of California, Berkeley ( Steve Mahin) - University of Minnesota (Taichiro Okazaki, Carol Shiel... [more]

International Hybrid Simulation of Tomorrow’s Braced Frame System S-1

Status: Completed
Planned for 2010-06-11 08:00 CST

Charles Roeder and Dawn Lehman from the University of Washington lead this NEESRSG. The project also includes the following institutions: - University of California, Berkeley ( Steve Mahin) - University of Minnesota (Taichiro Okazaki, Carol Shiel... [more]

NEESR-GC: KanPur Bi-Dir-06; Bi-directional Concrete Column Test

Status: Completed
Planned for 2009-11-16 08:00 CST

Project NEESRGC: Mitigation of Collapse Risk in Vulnerable Concrete Buildings - University California at Berkeley. Adolfo Matamoros from the University of Kansas and Julio Ramirez from Purdue University will use the multi-directional loading capabil... [more]

NEESR-GC: KanPur Bi-Dir-05; Bi-directional Concrete Column Test

Status: Completed
Planned for 2009-10-26 08:00 CST

Project NEESRGC: Mitigation of Collapse Risk in Vulnerable Concrete Buildings - University California at Berkeley. Adolfo Matamoros from the University of Kansas and Julio Ramirez from Purdue University will use the multi-directional loading capabili... [more]

NEESR-GC: KanPur Bi-Dir-04; Bi-directional Concrete Column Test

Status: Completed
Planned for 2009-10-05 08:00 CST

Project NEESRGC: Mitigation of Collapse Risk in Vulnerable Concrete Buildings - University California at Berkeley. Adolfo Matamoros from the University of Kansas and Julio Ramirez from Purdue University will use the multi-directional loading capabili... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT26-18

Status: Completed
Planned for 2009-07-29 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems RCFT26-17

Status: Completed
Planned for 2009-07-14 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems RCFT26-16

Status: Completed
Planned for 2009-07-07 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT18-15

Status: Completed
Planned for 2009-06-29 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT26-14

Status: Completed
Planned for 2009-06-17 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems RCFT26-13

Status: Completed
Planned for 2009-06-11 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems RCFT26-12

Status: Completed
Planned for 2009-06-04 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT26-11

Status: Completed
Planned for 2009-05-28 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT26-10

Status: Completed
Planned for 2009-05-18 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

NEESR-GC: KanPur Bi-Dir-03; Bi-directional Concrete Column Test

Status: Completed
Planned for 2009-04-08 12:00 CST

Project NEESRGC: Mitigation of Collapse Risk in Vulnerable Concrete Buildings - University California at Berkeley. Adolfo Matamoros from the University of Kansas and Julio Ramirez from Purdue University will use the multi-directional loading capabili... [more]

NEESR-GC: KanPur Bi-Dir-02; Bi-directional Concrete Column Test

Status: Completed
Planned for 2009-03-17 08:00 CST

Project NEESRGC: Mitigation of Collapse Risk in Vulnerable Concrete Buildings - University California at Berkeley. Adolfo Matamoros from the University of Kansas and Julio Ramirez from Purdue University will use the multi-directional loading capabili... [more]

NEESR-GC: KanPur Bi-Dir-01; Bi-directional Concrete Column Test

Status: Completed
Planned for 2009-02-17 13:00 CST

Project NEESRGC: Mitigation of Collapse Risk in Vulnerable Concrete Buildings - University California at Berkeley. Adolfo Matamoros from the University of Kansas and Julio Ramirez from Purdue University will use the multi-directional loading capabili... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT18-09

Status: Completed
Planned for 2008-12-29 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT18-08

Status: Completed
Planned for 2008-12-17 12:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT18-07

Status: Completed
Planned for 2008-12-10 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT18-06

Status: Completed
Planned for 2008-12-03 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT18-05

Status: Completed
Planned for 2008-11-21 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT18-04

Status: Completed
Planned for 2008-11-10 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT18-03

Status: Completed
Planned for 2008-10-29 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

NEESR-GC: KanPur Uni-Dir-04; Uni-directional Concrete Column Test

Status: Completed
Planned for 2008-10-06 08:00 CST

Project NEESRGC: Mitigation of Collapse Risk in Vulnerable Concrete Buildings - University California at Berkeley.Adolfo Matamoros from the University of Kansas and Julio Ramirez from Purdue University will use the multi-directional loading capabilit... [more]

NEESR-GC: KanPur Uni-Dir-03; Uni-directional Concrete Column Test

Status: Completed
Planned for 2008-09-08 08:00 CST

Project NEESRGC: Mitigation of Collapse Risk in Vulnerable Concrete Buildings - University California at Berkeley.Adolfo Matamoros from the University of Kansas and Julio Ramirez from Purdue University will use the multi-directional loading capabilit... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT18-02

Status: Completed
Planned for 2008-08-06 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

Behavior Factors For Composite & Mixed Structural Systems CFT18-01

Status: Completed
Planned for 2008-07-29 08:00 CST

This project is a NEESR-II award with the aim of developing system behavior factors for frames with steel beams and composite beam-columns (composite frame system). The system behavior factors to develop in this research include the lateral strength... [more]

NEESR-II: Inelastic Web-Crushing Performance Specimen 02

Status: Completed
Planned for 2008-07-01 08:00 CST

NEESR-II: Inelastic Web-Crushing Performance Limits of High-Strength-Concrete Structural Walls - Michigan State UniversityRigoberto Burgueno from Michigan State University and Eric Hines from Tufts University will use the MAST 6DOF Test Systemto inve... [more]

NEESR-II: Inelastic Web-Crushing Performance Specimen 01

Status: Completed
Planned for 2008-05-20 08:00 CST

NEESR-II: Inelastic Web-Crushing Performance Limits of High-Strength-Concrete Structural Walls - Michigan State UniversityRigoberto Burgueno from Michigan State University and Eric Hines from Tufts University will use the MAST 6DOF Test Systemto inve... [more]

NEESR-GC: KanPur Uni-Dir-02; Uni-directional Concrete Column Test

Status: Completed
Planned for 2008-03-24 08:00 CST

Project NEESRGC: Mitigation of Collapse Risk in Vulnerable Concrete Buildings - University California at Berkeley.Adolfo Matamoros from the University of Kansas and Julio Ramirez from Purdue University will use the multi-directional loading capabilit... [more]

NEESR-GC: KanPur Uni-Dir-01; Uni-directional Concrete Column Test

Status: Completed
Planned for 2008-02-18 08:00 CST

Project NEESRGC: Mitigation of Collapse Risk in Vulnerable Concrete Buildings - University California at Berkeley.Adolfo Matamoros from the University of Kansas and Julio Ramirez from Purdue University will use the multi-directional loading capabilit... [more]

NTW2: 2-story nonrectangular wall under multidirectional load

Status: Completed
Planned for 2007-11-28 08:00 CST

This experiment is one of six reinforced concrete structural walls scheduled for testing at the MAST Laboratory. Detailed description of the overall project can be found under description of "NTW1: 4-story nonrectangular wall under multidirectio... [more]

NEESR-II Highly Damage Tolerant and Intelligent Slab-Column Frame 3

Status: Completed
Planned for 2007-09-12 09:00 CST

Structural systems that combine reinforced concrete (RC) slab-column frames with moment resisting frames or shear walls find wide applications in zones of moderate and high seismicity. Due to combination of lateral displacements imposed during earthq... [more]

NEESR-II Highly Damage Tolerant ...; Specimen 2

Status: Completed
Planned for 2007-07-23 08:00 CST

Structural systems that combine reinforced concrete (RC) slab-column frames with moment resisting frames or shear walls find wide applications in zones of moderate and high seismicity. Due to combination of lateral displacements imposed during earthq... [more]

NEESR-II Highly Damage Tolerant ...; Specimen 1

Status: Completed
Planned for 2007-06-05 08:00 CST

Structural systems that combine reinforced concrete (RC) slab-column frames with moment resisting frames or shear walls find wide applications in zones of moderate and high seismicity. Due to combination of lateral displacements imposed during earthq... [more]

RWS: Rectangular wall with lap-spliced reinforcement

Status: Completed
Planned for 2006-08-07 08:00 CST

This experiment is one of six reinforced concrete structural walls scheduled for testing at the MAST Laboratory (RWS: rectangular wall with lap-spliced reinforcement to foundation). Detailed description of the overall project can be found under descr... [more]

RWC: Rectangular wall with lap-spliced reinforcement

Status: Completed
Planned for 2006-08-01 08:00 CST

This experiment is one of six reinforced concrete structural walls scheduled for testing at the MAST Laboratory (RWC: rectangular wall with lap-spliced reinforcement to foundation). Detailed description of the overall project can be found under descr... [more]

NTW1: 4-story nonrectangular wall under multidirectional load

Status: Completed
Planned for 2006-06-15 08:00 CST

This experiment is one of six reinforced concrete structural walls scheduled for testing at the MAST Laboratory (NTW1: 4-story one-half scale nonrectangular reinforced concrete wall subjected to multidirectional loading). The project uses the 6-dof c... [more]

RWN: Rectangular wall with lap-spliced reinforcement

Status: Completed
Planned for 2006-04-27 08:00 CST

This experiment is one of six reinforced concrete structural walls scheduled for testing at the MAST Laboratory (RWN: rectangular wall with lap-spliced reinforcement to foundation). Detailed description of the overall project can be found under descr... [more]

Experience with Hybrid Simulation