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  1. Experimental and Analytical Investigation of Non-rectangular Walls under Multidirectional Loads

    18 Aug 2010 | Active Documents | Contributor(s): Catherine Ellen French

    Specimens to be tested include 1 half-scale, four story T-shaped wall; 1 three-quarter scale, two story T-shaped wall; and 3 half-scale, four story rectangular walls. This testing will be...

    https://nees.org/resources/741

  2. Using NEES as a Testbed fo Studying Soil-Foundation-Structure Interaction: Field Tests

    17 Aug 2010 | Active Documents | Contributor(s): Sharon Wood

    These experiments are part of a collaborative research project to study soil-foundation-structure interaction. A continuous reinforced concrete bridge supported on drilled shaft foundations was...

    https://nees.org/resources/721

  3. Hybrid Simulation and Shake-Table Tests on RC Buildings With Masonry Infill Walls

    17 Aug 2010 | Active Documents | Contributor(s): Khalid Mosalam

    Hybrid Simulation and Shake-Table Tests on RC Buildings With Masonry Infill Walls Khalid Mosalam, Alidad Hashemi

    https://nees.org/resources/710

  4. Seismic Performance of Bridge Systems with Conventional and Innovative Materials

    16 Aug 2010 | Active Documents | Contributor(s): Mehdi Saiidi, Ahmed Elgamal

    Due to the complexity of structural performance during strong earthquakes and the highly nonlinear response of structural systems, computer simulations have to be verified with experimental data...

    https://nees.org/resources/682

  5. CCEER-07-04: Experimental Evaluation of Performance of Conventional Bridge Systems

    31 Jul 2010 | Publications | Contributor(s): Robert Nelson, Mehdi Saiidi

    As part of a multi-university research project utilizing the Network for Earthquake Engineering Simulation (NEES), a quarter-scale 110 ft (33.5 m) long asymmetric conventional reinforced concrete...

    https://nees.org/resources/541

  6. CCEER-06-02: Large-Scale Experimental and Analytical Seismic Studies of a Two-Span Reinforced Concrete Bridge System

    31 Jul 2010 | Publications | Contributor(s): Nathan Johnson, Mehdi Saiidi, David Sanders

    A quarter-scale, 67 ft (20.5 m) long asymmetric reinforced concrete bridge model with two-spans supported on three, two-column piers was tested using the shake table system at the University of...

    https://nees.org/resources/539