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    Approximation of the Vibration Modes of a Plate and Shells Coupled With a Fluid 

    Source: Journal of Applied Mechanics:;2006:;volume( 073 ):;issue: 006:;page 1005
    Author(s): E. Hernández
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: We consider a method to compute the vibration modes of an elastic thin structure (shell or plate) in contact with a compressible fluid. For the structure, the classical Naghdi equations, based ...
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    Canal Structure Automation Rules Using an Accuracy-Based Learning Classifier System, a Genetic Algorithm, and a Hydraulic Simulation Model. II: Results 

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): J. E. Hernández; G. P. Merkley
    Publisher: American Society of Civil Engineers
    Abstract: An accuracy-based learning classifier system (XCS), as described in a companion paper (Part I: Design), was developed and evaluated to produce operational rules for canal gate structures. The XCS was applied together with ...
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    Canal Structure Automation Rules Using an Accuracy-Based Learning Classifier System, a Genetic Algorithm, and a Hydraulic Simulation Model. I: Design 

    Source: Journal of Irrigation and Drainage Engineering:;2011:;Volume ( 137 ):;issue: 001
    Author(s): J. E. Hernández; G. P. Merkley
    Publisher: American Society of Civil Engineers
    Abstract: Using state-of-the-art computational techniques, a genetic algorithm (GA) and an accuracy-based learning classifier system (XCS) were shown to produce optimal operational solutions for gate structures in irrigation canals. ...
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    Estimates of Peak Roof Displacement Using “Equivalent” Single Degree of Freedom Systems 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 003
    Author(s): T. Tjhin; M. Aschheim; E. Hernández-Montes
    Publisher: American Society of Civil Engineers
    Abstract: The accuracy of a new pushover analysis procedure for estimating the peak roof displacement of multistory buildings subjected to earthquake ground shaking is assessed in a pilot study. The energy-based pushover uses a ...
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    Observations on the Reliability of Alternative Multiple-Mode Pushover Analysis Methods 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): T. Tjhin; M. Aschheim; E. Hernández-Montes
    Publisher: American Society of Civil Engineers
    Abstract: Although multiple-mode pushover analysis methods have been proposed for general use in the seismic analysis of moment-resisting frames, difficulties have been encountered in their implementation with specific structures. ...
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    Topological Mapping for Tension Structures 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): E. Hernández-Montes; R. Jurado-Piña; E. Bayo
    Publisher: American Society of Civil Engineers
    Abstract: The “form finding” methods for tension structures may be classified into two different groups: the linear and nonlinear methods. One of the linear methods is the force density method (FDM). In this paper advantage is taken ...
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    Eccentricity-Based Optimization Procedure for Strength Design of RC Sections under Compression and In-Plane Bending Moment 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 001
    Author(s): D. López-Martín; J. F. Carbonell-Márquez; L. M. Gil-Martín; E. Hernández-Montes
    Publisher: American Society of Civil Engineers
    Abstract: The strength design of reinforced concrete (RC) rectangular sections for combined compression and in-plane bending with two levels of reinforcement is indeterminate: three unknowns are to be solved, but with only two ...
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    Discussion of “Inelastic Buckling of Reinforcing Bars” by Sungjin Bae, Alexa M. Mieses, and Oguzhan Bayrak 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 008
    Author(s): L. M. Gil-Martín; E. Hernández-Montes; M. Aschheim; S. J. Pantazopoulou
    Publisher: American Society of Civil Engineers
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