Performance and Repair of Ordinary Structural Walls Subjected to Wind and Seismic Loading Protocols

Performance and Repair of Ordinary Structural Walls Subjected to Wind and Seismic Loading Protocols

Unlike seismic design, where performance-based design has become common in areas with high seismic hazards, wind design is still based on prescriptive code provisions and linear elastic response under ASCE 7 strength-level demands. In some locations, use of prescriptive wind design provisions leads to significantly higher costs and unintended negative consequences, e.g., for elements or actions that are capacity-protected as part of the seismic design such as the foundation, diaphragms, and wall shear. Developing and implementing performance-based wind design (PBWD), where limited nonlinearity is allowed in ductile elements/actions, offers substantial advantages over use of prescriptive code approaches and addresses these critical issues for both design of new buildings and evaluation of existing buildings, both in the US and around the world. The objectives of the research are to conduct large-scale testing on ordinary reinforced concrete walls with C-shaped and rectangular cross-sections to develop performance-based wind design (PBWD) recommendations for ACI Committees 375 and 318. The study focuses on “ordinary” structural walls because they, along with coupling beams, provide the lion’s share of the building lateral strength and stiffness needed to limit damage to both structural and nonstructural elements during strong windstorms.

  • Grant Details

    Project
    Performance and Repair of Ordinary Structural Walls Subjected to Wind and Seismic Loading Protocols
    Grantee
    University of California, Los Angeles
    Category
    Performance-Based Design
    Subcategory
    Wind
    Grant #
    01-21
    Award Amount
    $250,000
    Grant Period
    2021 - 2024
    Grant Status
    Active
    Principal Investigators
    John W. Wallace, PhD, PE, Professor, F. ACI, F. ASCE
    Industry Champions
    Ron Klemencic, David Fields, Tony Ghodsi, Brad Malmsten, Ian McFarlane, Viral Patel, Thomas Sabol, Fernando Torrealva
    CPF Allies
    American Concrete Institute Foundation, MKA Foundation
    Research Deliverables

    Draft Report, Phase I Tests
    Draft Report, Phase I Tests 
    Final Report
     

  • Resources / Downloads

    In Development