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    Fatigue and Fracture of Riveted Bridge Members 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 001
    Author(s): E. Brühwiler; I. F. C. Smith; M. A. Hirt
    Publisher: American Society of Civil Engineers
    Abstract: Estimates of remaining fatigue life and development of rational maintenance strategies for riveted bridges are hindered by a lack of knowledge of their resistance to fatigue and fracture. This paper presents results of ...
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    Vibration Serviceability Assessment for Pedestrian Bridges Based on Model Falsification 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 003:;page 05020012-1
    Author(s): Wen-Jun Cao; C. G. Koh; I. F. C. Smith
    Publisher: ASCE
    Abstract: With the development of new materials and advanced structural analysis, alongside increasing aesthetic requirements, recent years have witnessed a trend toward longer, taller, and lighter footbridges. Different from vehicular ...
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    Mechanism-Based Approach for the Deployment of a Tensegrity-Ring Module 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 004
    Author(s): L. Rhode-Barbarigos; C. Schulin; N. Bel Hadj Ali; R. Motro; I. F. C. Smith
    Publisher: American Society of Civil Engineers
    Abstract: Tensegrity structures are spatial systems composed of tension and compression components in a self-equilibrated prestress stable state. Although the concept is over 60 years old, few tensegrity-based structures have been ...
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