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    Stationary Creep Stresses for Elliptical Cross-Sectional Pipe Bends Subject to In-Plane Bending 

    Source: Journal of Pressure Vessel Technology:;1974:;volume( 096 ):;issue: 003:;page 162
    Author(s): J. Spence
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A theoretical analysis is presented which allows the determination of the stationary creep stresses acting in a smooth curved pipe of initially elliptical cross section when subject to in-plane ...
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    A Note on the Gross Correction for Noncircular Inelastic Pipe Bends Under In-Plane Bending 

    Source: Journal of Pressure Vessel Technology:;1979:;volume( 101 ):;issue: 001:;page 102
    Author(s): J. Spence
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Maximum Stresses and Flexibility Factors of Smooth Pipe Bends With Tangent Pipe Terminations Under In-Plane Bending 

    Source: Journal of Pressure Vessel Technology:;1983:;volume( 105 ):;issue: 004:;page 329
    Author(s): G. Thomson; J. Spence
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A theoretical solution is presented for the in-plane bending, linear elastic behavior of smooth, circular cross-sectional constant thickness pipe bends with connected tangent pipes of similar ...
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    Discussion: “Simplified Second Stage Creep/Relaxation Analysis of Moderately Complex Spatially Three-Dimensional Piping Systems” (Workman, G. H., and Rodabaugh, E. C., 1974, ASME J. Pressure Vessel Technol., 96, pp. 184–192) 

    Source: Journal of Pressure Vessel Technology:;1975:;volume( 097 ):;issue: 001:;page 72
    Author(s): J. Boyle; J. Spence
    Publisher: The American Society of Mechanical Engineers (ASME)
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    Reliability-Based Collapse Assessment of Wind-Excited Steel Structures within Performance-Based Wind Engineering 

    Source: Journal of Structural Engineering:;2022:;Volume ( 148 ):;issue: 009:;page 04022132
    Author(s): Srinivasan Arunachalam; Seymour M. J. Spence
    Publisher: ASCE
    Abstract: As inelastic design for wind is embraced by the engineering community, there is an increasing demand for computational tools that enable the investigation of the nonlinear behavior of wind-excited structures and subsequent ...
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    Collapse of Thin Orthotropic Elliptical Cylindrical Shells Under Combined Bending and Pressure Loads 

    Source: Journal of Applied Mechanics:;1979:;volume( 046 ):;issue: 002:;page 363
    Author(s): J. Spence; S. L. Toh
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The elastic collapse of thin orthotropic elliptical cylindrical shells subject to pure bending alone or combined bending and uniform normal pressure loads has been studied. Nonlinear finite ...
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    The Flexibility of Curved Pipes in Creep 

    Source: Journal of Pressure Vessel Technology:;1977:;volume( 099 ):;issue: 003:;page 444
    Author(s): J. T. Boyle; J. Spence
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The redistribution of stress in a linear, thin shell model of a curved pipe creeping under the action of a constant applied in-plane bending moment is represented by an equation of evolution ...
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    The Effect of Thickness Variations on the Behavior of Smooth Curved Pipes Under External Bending 

    Source: Journal of Pressure Vessel Technology:;1980:;volume( 102 ):;issue: 001:;page 45
    Author(s): J. Spence; G. E. Findlay
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: By various manufacturing techniques straight pipes with initially circular cross sections can be processed into smooth bends but usually with noncircular cross sections and with variations in ...
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    Tall Buildings and Damping: A Concept-Based Data-Driven Model 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 005
    Author(s): Seymour M. J. Spence; Ahsan Kareem
    Publisher: American Society of Civil Engineers
    Abstract: Modern tall buildings are characterized by their slenderness and sensitivity to resonant wind effects. This is especially true considering the acceleration-based motion perception criteria under which they must be designed. ...
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    A Performance-Based Wind Engineering Framework for Envelope Systems of Engineered Buildings Subject to Directional Wind and Rain Hazards 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Zhicheng Ouyang; Seymour M. J. Spence
    Publisher: ASCE
    Abstract: The adoption of performance-based wind engineering (PBWE) is rapidly becoming recognized as a fundamental step to reducing the huge economic losses caused by severe windstorms. This has led to the recent introduction of a ...
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