Structural Behavior and Criteria
    Review points from lecture 8

    Arch 324/624, Introduction to Structural Design, University of Virginia
    Copyright © 1996-2006 Kirk Martini. Last Modified Thu, 12-Jan-2006 15:28
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    Structural Behavior

    • Strength, stiffness, stability, and ductility are key concepts in understanding structural behavior.

    • Multiple levels of scale: Structural behavior can be viewed at multiple levels of scale:

      • Material

      • Element

      • System

    • Levels are related, but independent. It is possible to make a low stiffness element with high stiffness materials, a low strength system from high strength elements, and so on.

    Design Approaches

    • Building codes for public health and safety: Modern building codes focus on public health and safety, not the rights of owners, nor the potential conflict between the owner's interest and the public interest.

    • Limit States: Structural design can be viewed in terms of Limit States: bounds on acceptable behavior for given conditions.

    • Two key load conditions:

      • Overload

      • Service Loads

    • Checks for each condition:

      • Overload

        • Strength

        • Stability

        • Ductility

      • Service Loads

        • Stiffness

        • Serviceability

    • Design approaches for strength: There are two basic approaches to designing structures with adequate strength:

      • Allowable stress design

        • Design the structure so that stresses at service loads do not exceed a specified failure stress (typically yield stress) divided by a factor of safety.

        • Common factors of safety are in the range of 1.5 to 2 for steel and concrete, and higher for timber.

      • Load Factor Design

        • Design the structure so that members are at failure for magnified loads. The magnification factors (called load factors) vary depending on the uncertainty associated with the load type.

    • Load factor design is replacing allowable stress design: Allowable stress design has a long history in America and Europe, but is has been replaced in conrete design and is in the process of replacement in steel and timber design.

     

    Arch 324/624, Introduction to Structural Design, University of Virginia
    Copyright © 1996-2005 Kirk Martini. Last Modified Thu, 12-Jan-2006 15:28
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