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    Special Section on Performance of Bridges under Critical Natural Hazards 

    Source: Journal of Performance of Constructed Facilities:;2014:;Volume ( 028 ):;issue: 001
    Author(s): Wei F.; Lee
    Publisher: American Society of Civil Engineers
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    Phase Diagrams for Anticlastic and Synclastic Bending Curvatures of Hexagonal and Reentrant Honeycombs 

    Source: Journal of Applied Mechanics:;2024:;volume( 092 ):;issue: 001:;page 14501-1
    Author(s): Wei, F.; He, L. H.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Transformation between saddle- and dome-like bending shapes of regular and reentrant hexagonal honeycomb panels are explored. An analytical model is proposed to uncover the underlying mechanisms and identify the controlling ...
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    Phase Diagrams for Anticlastic and Synclastic Bending Curvatures of Hexagonal and Reentrant Honeycombs 

    Source: Journal of Applied Mechanics:;2024:;volume( 092 ):;issue: 001:;page 14501-1
    Author(s): Wei, F.; He, L. H.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Transformation between saddle- and dome-like bending shapes of regular and reentrant hexagonal honeycomb panels are explored. An analytical model is proposed to uncover the underlying mechanisms and identify the controlling ...
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    New Method for Prediction of Loads in Steel Reinforced Soil Walls 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2004:;Volume ( 130 ):;issue: 011
    Author(s): T. M. Allen; Richard J. Bathurst; Robert D. Holtz; Wei F. Lee; D. Walters
    Publisher: American Society of Civil Engineers
    Abstract: The paper describes a new working stress design methodology introduced by the writers for geosynthetic reinforced soil walls (K-Stiffness Method) that is now extended to steel reinforced soil walls. A large database of ...
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