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    Comments on “On the Structure and Formation of UTLS PV Dipole/Jetlets in Tropical Cyclones by Convective Momentum Surges” 

    Source: Monthly Weather Review:;2020:;volume( 148 ):;issue: 011:;page 4693
    Author(s): Ong, Hing
    Publisher: American Meteorological Society
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    Allowable Shape Deviation in a Pressurized Cylinder 

    Source: Journal of Pressure Vessel Technology:;1994:;volume( 116 ):;issue: 003:;page 274
    Author(s): L. S. Ong
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Presence of initial shape imperfection causes additional bending stresses to be developed in a pressurized cylinder. Although the bending stress will initially increase with pressure, it will ...
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    Peak Stress and Fatigue Assessment at the Saddle Support of a Cylindrical Vessel 

    Source: Journal of Pressure Vessel Technology:;1995:;volume( 117 ):;issue: 004:;page 305
    Author(s): L. S. Ong
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The maximum stress in a saddle-supported cylindrical storage vessel is often the circumferential stress developed at the tips (or horns) of the saddle support. Although the peak stress at the ...
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    Discussion of “<i>Temperature Effects on RBC Scale‐Up</i>” by Yeun C. Wu, Ed D. Smith, and Chiu Y. Chen (April, 1983) 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 003
    Author(s): S. L. Ong
    Publisher: American Society of Civil Engineers
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    Simplified Approach for Designing Carbon Adsorption Column 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author(s): S. L. Ong
    Publisher: American Society of Civil Engineers
    Abstract: This article concerns the development of a simplified procedure for designing carbon adsorption column. The basic approach employed in this piece of work was to manipulate the mathematical expressions for both the fractional ...
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    Discussion of “<i>Temperature Corrections to Rate Coefficients</i>” by R. Wane Schneiter and William J. Grenney (June, 1983) 

    Source: Journal of Environmental Engineering:;1984:;Volume ( 110 ):;issue: 004
    Author(s): S. L. Ong
    Publisher: American Society of Civil Engineers
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    Effectiveness of Wear Plate at the Saddle Support 

    Source: Journal of Pressure Vessel Technology:;1992:;volume( 114 ):;issue: 001:;page 12
    Author(s): Ong Lin Seng
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A theory is presented to analyze the effectiveness of incorporating a wear plate at the saddle support of a cylindrical pressure vessel. The wear plate can be either welded to the vessel or ...
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    Local Flexibility of Cylindrical Shells and Pipes at the Support 

    Source: Journal of Pressure Vessel Technology:;1993:;volume( 115 ):;issue: 004:;page 359
    Author(s): L. S. Ong
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This article presents a parametric study for the determination of the flexibility and stiffness of a cylindrical shell at its support location. The parametric equation incorporates the geometric ...
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    Torsional Behavior of Circular Concrete-Filled FRP Tubes 

    Source: Journal of Composites for Construction:;2021:;Volume ( 025 ):;issue: 003:;page 04021013-1
    Author(s): James St. Onge; Amir Fam
    Publisher: ASCE
    Abstract: Concrete-filled fiber-reinforced polymer (FRP) tubes (CFFTs) have been studied extensively under almost all loading conditions, except torsion. In this pioneering study, six 168-mm-diameter samples were tested in pure ...
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    Concrete-Filled FRP Tubes under Combined Torsion and Bending 

    Source: Journal of Composites for Construction:;2022:;Volume ( 026 ):;issue: 006:;page 04022073
    Author(s): James St. Onge; Amir Fam
    Publisher: ASCE
    Abstract: The combined torsion and bending response of concrete-filled fiber-reinforced polymer (FRP) tubes (CFFTs) was investigated in this study. The CFFT samples were produced from the same 166-mm-diameter nearly cross-ply filament ...
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