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Showing 1 to 9 of 9 for “"dynamic load allowance"”.

  1. Lateral Load Distribution and Deck Design Recommendations for the Sandwich Plate System (SPS) in Bridge Applications

    … key issues that will be studied include lateral load distribution, dynamic load allowance and deck design methodologies. With SPS being new to the market, there has only been a single bridge application, limiting the investigations of in-service behavior. The Shenley Bridge was tested under live …

    vt Repository record for Lateral Load Distribution and Deck Design Recommendations for the Sandwich Plate System (SPS) in Bridge Applications (opens in a new tab)

  2. Long-term In-service Evaluation of Two Bridges Designed with Fiber-Reinforced Polymer Girders

    … for two years. Researchers have conducted load tests at both bridges to determine if their performance has changed during their respective service lives. The key design parameters under consideration are: deflection, wheel load distribution, and dynamic load allowance. The results from the …

    vt Repository record for Long-term In-service Evaluation of Two Bridges Designed with Fiber-Reinforced Polymer Girders (opens in a new tab)

  3. Evaluation of the In-Servic Performance of the Tom's Creek Bridge

    … polymer (FRP) composite girders as the main load carrying members. The project is intended to serve two purposes. First, by calculating bridge design parameters such as the dynamic load allowance, transverse wheel load distribution and deflections under service loading, the Tom's Creek Bridge …

    vt Repository record for Evaluation of the In-Servic Performance of the Tom's Creek Bridge (opens in a new tab)

  4. Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members

    … following AASHTO bridge design parameters: wheel load distribution factor g, dynamic load allowance IM, and maximum deflection. The wheel load distribution factor was determined to be S/5, a dynamic load allowance was determined to be 0.30, and the maximum deflection of the bridge was L/1500. …

    vt Repository record for Determination of AASHTO Bridge Design Parameters through Field Evaluation of the Rt. 601 Bridge: A Bridge Utilizing Strongwell 36 in. Fiber-Reinforced Polymer Double Web Beams as the Main Load Carrying Members (opens in a new tab)

  5. Dynamic response evaluation of fiber-reinforced composite bridge decks and bridges

    … vibrations and may substantially increase the dynamic amplification of induced stress and deflections. Also, a global NDE technique using dynamic characterization is necessary to ensure the long term performance of FRP bridges. Therefore, an extensive study on FRP decks and FRP bridges is …

    wvu Repository record for Dynamic response evaluation of fiber-reinforced composite bridge decks and bridges (opens in a new tab)

  6. Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66

    … Pilot Program, researchers have performed live load tests on the U.S. Route 15 Southbound bridge over Interstate-66. The main performance and behavior characteristics focused on are service strain and deflection, wheel load distribution, dynamic load allowance, and rotational behavior of bridge …

    vt Repository record for Live Load Testing and Analysis of the Southbound Span of U.S. Route 15 over Interstate-66 (opens in a new tab)

  7. Evaluation of Field Tests Performed on an Aluminum Deck Bridge

    … from full-scale testing under test truck loading of an in-service ALUMADECK bridge system. The bridge is known as the Little Buffalo Creek Bridge and is located in Mecklenburg County, VA. The topics researched from the load tests are the composite action amongst the deck and supporting …

    vt Repository record for Evaluation of Field Tests Performed on an Aluminum Deck Bridge (opens in a new tab)

  8. Rehabilitation of timber railroad bridges using glass fiber reinforced polymer composite wraps

    This study involves the rehabilitation and load testing of 50 + year old open deck timber railroad bridges on the South Branch Valley Railroad (SBVR) in Moorefield, WV. The rehabilitation involved repairing substructure elements including a "Pile cap/pile" joint and an above ground pile with Glass …

    wvu Repository record for Rehabilitation of timber railroad bridges using glass fiber reinforced polymer composite wraps (opens in a new tab)

  9. New Truck Loading Model For Rural Bridges In Saskatchewan

    … existing information on estimating the critical load effects occurring on short span bridges, on low traffic roadways, and over specific reference periods makes it difficult to perform the bridge evaluations with an adequate degree of confidence. This study focuses on aspects of the estimation of …

    sask Repository record for New Truck Loading Model For Rural Bridges In Saskatchewan (opens in a new tab)