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    Discussion: Qualitative Geometric Reasoner for Integrated Design 

    Source: Journal of Computing in Civil Engineering:;1997:;Volume ( 011 ):;issue: 002
    Author(s): Ian F. C. Smith
    Publisher: American Society of Civil Engineers
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    Fatigue Reliability: ECCS Safety Factors 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 003
    Author(s): Ian F. C. Smith; Manfred A. Hirt
    Publisher: American Society of Civil Engineers
    Abstract: A simple reliability analysis for limit-state (load and resistance factor) fatigue assessments is presented. This analysis was recently proposed in guidelines published by the European Convention for Constructional Steelwork ...
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    Joint Friction during Deployment of a Near-Full-Scale Tensegrity Footbridge 

    Source: Journal of Structural Engineering:;2017:;Volume ( 143 ):;issue: 009
    Author(s): Ann C. Sychterz; Ian F. C. Smith
    Publisher: American Society of Civil Engineers
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    Improving Full-Scale Transmission Tower Design through Topology and Shape Optimization 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 005
    Author(s): Kristina Shea; Ian F. C. Smith
    Publisher: American Society of Civil Engineers
    Abstract: Application of structural optimization to transmission tower design is facilitated since major costs such as material, transportation, erection, and maintenance are directly proportional to structural mass. In this paper, ...
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    Case‐Based Preliminary Building Design 

    Source: Journal of Computing in Civil Engineering:;1994:;Volume ( 008 ):;issue: 004
    Author(s): Simon F. Bailey; Ian F. C. Smith
    Publisher: American Society of Civil Engineers
    Abstract: A team of civil engineers, architects, and computer scientists is using case‐based design in the CADRE system as an approach for integrating preliminary architectural and structural design. This approach focuses on dimensional ...
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    An Active Structure that Learns 

    Source: Journal of Computing in Civil Engineering:;2005:;Volume ( 019 ):;issue: 001
    Author(s): Bernd Domer; Ian F. C. Smith
    Publisher: American Society of Civil Engineers
    Abstract: Tensegrity structures are composed of cables and struts that become stable through self stress. They are good candidates for implementation of active structural control because their flexibility may mean that they cannot ...
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    Performance-Driven Measurement System Design for Structural Identification 

    Source: Journal of Computing in Civil Engineering:;2013:;Volume ( 027 ):;issue: 004
    Author(s): James A. Goulet; Ian F. C. Smith
    Publisher: American Society of Civil Engineers
    Abstract: Much progress has been achieved in the research field of structural identification, which is attributable to a better understanding of uncertainties, improvement in sensor technologies, and cost reductions. However, data ...
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    Damage Mitigation of Near-Full–Scale Deployable Tensegrity Structure through Behavior Biomimetics 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 001
    Author(s): Ann C. Sychterz; Ian F. C. Smith
    Publisher: ASCE
    Abstract: Opportunities to explore new structural behavior are made possible by incorporating sensors and actuators in civil-engineering infrastructure. Using analogies, structural behavior can be improved through the mimicry of a ...
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    Model-Class Selection Using Clustering and Classification for Structural Identification and Prediction 

    Source: Journal of Computing in Civil Engineering:;2021:;Volume ( 035 ):;issue: 001:;page 04020051
    Author(s): Sai G. S. Pai; Masoud Sanayei; Ian F. C. Smith
    Publisher: ASCE
    Abstract: Structural identification using physics-based models and subsequent prediction have much potential to enhance civil infrastructure asset-management decision-making. Interpreting monitoring information in the presence of ...
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    Leak Detection of Water Supply Networks Using Error-Domain Model Falsification 

    Source: Journal of Computing in Civil Engineering:;2018:;Volume ( 032 ):;issue: 002
    Author(s): Gaudenz Moser; Stephanie German Paal; Ian F. C. Smith
    Publisher: American Society of Civil Engineers
    Abstract: Pressurized freshwater fluid distribution networks are key strategic infrastructure elements. On average, 20% of water is lost by way of leaks around the world. This illustrates the need for more efficient management of ...
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