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    Discussion of “Recursive Design of Pressurized Branched Irrigation Networks” by César González-Cebollada, Bibiana Macarulla, and David Sallán 

    Source: Journal of Irrigation and Drainage Engineering:;2012:;Volume ( 138 ):;issue: 007
    Author(s): S. R. Dongre; R. Gupta
    Publisher: American Society of Civil Engineers
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    Full Beam Formulation of a Rotating Beam-Mass System 

    Source: Journal of Vibration and Acoustics:;1994:;volume( 116 ):;issue: 001:;page 93
    Author(s): B. Fallahi; S. H.-Y. Lai; R. Gupta
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: In this study a comprehensive approach for modeling flexibility for a beam with tip mass is presented. The method utilizes a Timoshenko beam with geometric stiffening. The element matrices are ...
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    Bearing Strength Capacity of Continuous Supported Timber Beams: Unified Approach for Test Methods and Structural Design Codes 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 002
    Author(s): A. J. M. Leijten; S. Franke; P. Quenneville; R. Gupta
    Publisher: American Society of Civil Engineers
    Abstract: Bearing or compressive-strength capacity perpendicular to the grain of timber beams is a troublesome issue. Not only do many different load cases occur in practice that are not covered by structural timber design codes, ...
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