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Hybrid Simulation and Shake-Table Tests on RC Buildings With Masonry Infill Walls
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To compare experiments, please select at most four experiments from the experiment list below.

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  Experiment-1: Shake-table Tests - Common Documentation
Dates: April 03, 2006 to Present
Description: This folder contains documentation common to all the shake-table experiments.
Facility: Default Organization


  Experiment-2: Pseudo-Dynamic Tests - Common Documentation
Dates: April 07, 2006 to Present
Description: This folder contains documentation common to all the pseudo-dynamic experiments.
Facility: Default Organization


  Experiment-3: Pseudo-Dynamic S-0
Dates: April 07, 2006 to Present
Description: This is a validation test used to evaluate the performance of the hybrid simulation system at UC-Berkeley (nees@berkeley). This is achieved by testing a steel structure with predictable behavior.
Facility: Default Organization
University of California, Berkeley, CA, United States


  Experiment-4: Pseudo-Dynamic S-1
Dates: April 07, 2006 to Present
Description: In pseudo-dynamic tests, each tested structure consists of a physically tested substructure using the hydraulic system, and a numerically modeled substructure. The physical substructures used in all tests are two ¾-scale reinforced concrete (RC) frames...
Facility: Default Organization
University of California, Berkeley, CA, United States
Experiment Main Photo

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9 Interactive Files
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  Experiment-5: Pseudo-Dynamic S-2
Dates: April 07, 2006 to Present
Description: In pseudo-dynamic tests, each tested structure consists of a physically tested substructure using the hydraulic system, and a numerically modeled substructure. The physical substructures used in all tests are two ¾-scale reinforced concrete (RC) frames...
Facility: Default Organization
University of California, Berkeley, CA, United States
Experiment Main Photo

 Launch

12 Interactive Files
view data


  Experiment-6: Pseudo-Dynamic S-3
Dates: April 07, 2006 to Present
Description: In pseudo-dynamic tests, each tested structure consists of a physically tested substructure using the hydraulic system, and a numerically modeled substructure. The physical substructures used in all tests are two ¾-scale reinforced concrete (RC) frames...
Facility: Default Organization
University of California, Berkeley, CA, United States
Experiment Main Photo

 Launch

12 Interactive Files
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  Experiment-7: Shake-table Tests - Snap Back Tests
Dates: September 21, 2004 to Present
Description: Pull (snap-back) tests are performed on the test structure before and after the URM infill wall construction to determine the stiffness, natural frequency and damping ratio of the structural system before starting the shake-table experiments. These tests...
Facility: Default Organization
University of California, Berkeley, CA, United States


  Experiment-8: Shake-table Tests - Stage 1
Dates: December 13, 2004 to Present
Description: The shaking table experiment is divided into three phases. In the phase 1, the structure is tested as RC frame with URM infill and columns of the RC frames are prestressed to simulate effect of upper stories.
Facility: Default Organization
University of California, Berkeley, CA, United States
Experiment Main Photo

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8 Interactive Files
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  Experiment-9: Shake-table Tests - Stage 2
Dates: January 13, 2005 to Present
Description: The shaking table experiment is divided into three phases. In phase 2, the URM is removed after complete collapse and the RC columns remained prestressed.
Facility: Default Organization
University of California, Berkeley, CA, United States
Experiment Main Photo

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19 Interactive Files
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  Experiment-10: Shake-table Tests - Stage 3
Dates: January 31, 2005 to Present
Description: The shaking table experiment is divided into three phases. In phase 3, the prestressing of RC columns is removed and the bare structure is tested to significant damage state.
Facility: Default Organization
University of California, Berkeley, CA, United States
Experiment Main Photo

 Launch

10 Interactive Files
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