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Bowen, P, Govender, R and Edwards, P (2014) Structural Equation Modeling of Occupational Stress in the Construction Industry. Journal of Construction Engineering and Management, 140(09).

Chang, C and Chou, H (2014) Transaction-Cost Approach to the Comparative Analysis of User-Pay and Government-Pay Public-Private Partnership Systems. Journal of Construction Engineering and Management, 140(09).

Choi, B, Lee, H, Park, M, Cho, Y K and Kim, H (2014) Framework for Work-Space Planning Using Four-Dimensional BIM in Construction Projects. Journal of Construction Engineering and Management, 140(09).

Deng, X, Low, S P, Li, Q and Zhao, X (2014) Developing Competitive Advantages in Political Risk Management for International Construction Enterprises. Journal of Construction Engineering and Management, 140(09).

Elazouni, A and Abido, M A (2014) Enhanced Trade-Off of Construction Projects: Finance-Resource-Profit. Journal of Construction Engineering and Management, 140(09).

Hindman, D P, Bamberg, C R and Nussbaum, M A (2014) Bracing of Wood Composite I-Joists to Resist Lateral Buckling from Walking Loads. Journal of Construction Engineering and Management, 140(09).

  • Type: Journal Article
  • Keywords: Bracing; Beams; Buckling; Composite materials; Joints; Human factors; Load factors; Bracing of beams; Lateral buckling; Wood composite I-joist; Human walking loading; Construction materials and methods;
  • ISBN/ISSN: 0733-9364
  • URL: https://doi.org/10.1061/(ASCE)CO.1943-7862.0000866
  • 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. Lateral acceleration, lateral displacement, and rotation of wood composite I-joists were measured under different bracing conditions while participants traversed the joists. Five different bracing stiffnesses and two different bracing placements were examined. Lateral displacement and rotation increased near the midspan of the joist, while acceleration remained consistent. Greater lateral displacement and rotation were found with increasing participant weight and lack of construction experience. Construction experience was found to be a significant factor in the amount of joist motion. A safety platform similar to the testing methods discussed may have potential as a training tool to expose workers to partially braced joists. The relationship of lateral displacement and rotation with bracing stiffness was nonlinear. Bracing placement had little effect upon lateral displacement and rotation. Increased bracing stiffness reduced lateral displacement and rotation at a decreasing rate, indicating that bracing stiffness can be optimized to reduce cost.

Le, Y, Shan, M, Chan, A P C and Hu, Y (2014) Investigating the Causal Relationships between Causes of and Vulnerabilities to Corruption in the Chinese Public Construction Sector. Journal of Construction Engineering and Management, 140(09).

Li, Y and Taylor, T R B (2014) Modeling the Impact of Design Rework on Transportation Infrastructure Construction Project Performance. Journal of Construction Engineering and Management, 140(09).

Mostafa, M A and El-Gohary, N M (2014) Stakeholder-Sensitive Social Welfare–Oriented Benefit Analysis for Sustainable Infrastructure Project Development. Journal of Construction Engineering and Management, 140(09).

Votano, S and Sunindijo, R Y (2014) Client Safety Roles in Small and Medium Construction Projects in Australia. Journal of Construction Engineering and Management, 140(09).

Young-Corbett, D E (2014) Prevention through Design: Health Hazards in Asphalt Roofing. Journal of Construction Engineering and Management, 140(09).