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    Entropy and Granular Materials: Model 

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 006
    Author(s): Colin B. Brown
    Publisher: American Society of Civil Engineers
    Abstract: The macrostructure of a granular material is treated as an ensemble of microstates of like spheres where each microstate is identified by a coordination number and a corresponding porosity. The probability of occurrence ...
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    Errors in Structural Engineering 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 011
    Author(s): Colin B. Brown; Xiaochen Yin
    Publisher: American Society of Civil Engineers
    Abstract: The majority of structural failures, whether collapse or functional, are attributable to errors in design, construction, or operation. This paper attempts to review selected literature on the subject of errors in structural ...
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    Fuzzy Sets and Structural Engineering 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 005
    Author(s): Colin B. Brown; James T. P. Yao
    Publisher: American Society of Civil Engineers
    Abstract: The process of accounting for subjective information, insight, and wisdom in structural engineering decision making is a matter of debate. One effort to include verbal ideas involves the use of the fuzzy set theory. This ...
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    Systems Approach to Civil Engineering Decisions 

    Source: Journal of Professional Issues in Engineering Education and Practice:;2012:;Volume ( 138 ):;issue: 004
    Author(s): Tonatiuh Rodriguez-Nikl; Colin B. Brown
    Publisher: American Society of Civil Engineers
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    Subjective Modification of Aging Stochastic Systems 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 005
    Author(s): T.‐Y. Kam; Colin B. Brown
    Publisher: American Society of Civil Engineers
    Abstract: The overall uncertainty of an aging stochastic system is analyzed through the consideration of both objective uncertainty and subjective imprecision. The updated probability distribution of a normal variate is determined ...
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    Stability of Masonry Piers and Arches 

    Source: Journal of Engineering Mechanics:;1992:;Volume ( 118 ):;issue: 002
    Author(s): Thomas E. Boothby; Colin B. Brown
    Publisher: American Society of Civil Engineers
    Abstract: A system of finite dimensional rigid bodies, such as a masonry arch, can be interpreted as a nonholonomic system in which there are constraints on the generalized coordinates. The potential energy function for a system of ...
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    Updating Parameters with Fuzzy Entropies 

    Source: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 006
    Author(s): Tai-Yan Kam; Colin B. Brown
    Publisher: American Society of Civil Engineers
    Abstract: The uncertainty of a continuous variable is estimated by the combination of the objective entropy, which is obtained from the statistics of a countable population, and the fuzzy entropy, which is a measure of imprecision ...
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    Subjective Seismic Safety Assessments 

    Source: Journal of Structural Engineering:;1984:;Volume ( 110 ):;issue: 009
    Author(s): Colin B. Brown; Jerald L. Johnson; James J. Loftus
    Publisher: American Society of Civil Engineers
    Abstract: The safety of ten structures which were damaged in the 1964 Alaska earthquake and two in the 1971 San Fernando one was assessed by considering seven subjective factors not evident in the usual resistance and load measures. ...
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    Seismic Durability of Retrofitted Reinforced‐Concrete Columns 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 005
    Author(s): Harvey L. Coffman; M. Lee Marsh; Colin B. Brown
    Publisher: American Society of Civil Engineers
    Abstract: The seismic performances of four (three retrofitted and one control) half‐scale, circular, reinforced‐concrete columns were studied. The columns were 10‐ft high, 18‐in. diameter cantilevers. The longitudinal flexural steel ...
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    Shear Connector Requirements for Embedded Steel Sections 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): Charles W. Roeder; Robert Chmielowski; Colin B. Brown
    Publisher: American Society of Civil Engineers
    Abstract: The paper evaluates bond stress and shear connector requirements in encased steel structures, which are sometimes known as steel reinforced concrete (SRC). Bond stress is important to the behavior of SRC elements, and shear ...
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