Assessment of analysis methods for seismic shear wall capacity using JNES/NUPEC multi-axial cyclic and shaking table test data

Original publisher: Washington, DC : U.S. Nuclear Regulatory Commission, Office of Nuclear Regulatory Research, 2007. OCLC Number: (OCoLC)273018750 Subject: Nuclear power plants -- Earthquake effects. Excerpt: ... LIST OF TABLES Table 2-1 Material Properties and Configurations of Test Specimens....................................................... 12 Table 2-2 Designations of Test specimens and Parameters........................................................................ 14 Table 2-3 Concrete Properties of Specimens at Times of Tests................................................................. 14 Table 2-4 Rebar Material Properties at Times of Tests.............................................................................. 15 Table 2-5 Material Properties of Test Specimens....................................................................................... 17 Table 2-6 Maximum Deformation Amplitudes for Multi-Axis Tests......................................................... 20 Table 2-7 Test Results for Specimens Subjected to Uni-Directional Loading........................................... 33 Table 2-8 Test Results of Initiation of Cracks for Multi-Axis Cyclic Test Specimens.............................. 34 Table 2-9 Frequencies of Specimens at Each Runs.................................................................................... 34 Table 2-10 Peak Responses for Specimen DT-B-01................................................................................... 34 Table 2-11 Peak Responses for Specimen DT-B-02................................................................................... 35 Table 2-12 Peak Responses for Specimen DT-C-01................................................................................... 35 Table 3-1 Specimen Properties and Shear Strengths.................................................................................. 75 Table 3-2 Summary of Results using ASCE ( Barda et al. ) Method...................