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    Advanced Numerical Modeling of Cracked Tubular K Joints: BEM and FEM Comparison 

    Source: Journal of Bridge Engineering:;2012:;Volume ( 017 ):;issue: 003
    Author(s): L. Borges; S. P. Chiew; A. Nussbaumer; C. K. Lee
    Publisher: American Society of Civil Engineers
    Abstract: A critical aspect in the design of tubular bridges is the fatigue performance of the structural joints. The estimation of a fatigue crack life using the linear elastic fracture mechanics (LEFM) theory involves the calculation ...
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    Bracing of Wood Composite I-Joists to Resist Lateral Buckling from Walking Loads 

    Source: Journal of Construction Engineering and Management:;2014:;Volume ( 140 ):;issue: 009
    Author(s): Daniel P. Hindman; C. Ryan Bamberg; Maury A. Nussbaum
    Publisher: American Society of Civil Engineers
    Abstract: Lateral buckling of unbraced beams during construction may be an important cause of fatalities and injuries. Temporary bracing to restrict lateral buckling is a potential preventive approach, but has received little study. ...
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    Mechanical Response of Unbraced Wood Composite I-Joist to Walking Loads 

    Source: Journal of Construction Engineering and Management:;2013:;Volume ( 139 ):;issue: 011
    Author(s): Daniel P. Hindman; Paul D. Timko; Maury A. Nussbaum
    Publisher: American Society of Civil Engineers
    Abstract: Lateral buckling of unbraced wood composite I-joists is a form of instability that causes the joist to deflect laterally and rotate. This instability may be a cause of worker falls and should be explored to understand the ...
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