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    Seismic Analysis of Multistory Building Systems Using Microcomputers 

    Source: Journal of Computing in Civil Engineering:;1989:;Volume ( 003 ):;issue: 001
    Author(s): Luis A. de Béjar
    Publisher: American Society of Civil Engineers
    Abstract: A simple mathematical model representing the full three‐dimensional linear elastic response of multistory building systems with horizontal rigid‐body floors subjected to multicomponent earthquake excitations is presented. ...
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    Probability of Flood-Induced Overtopping of Barriers in Watershed-Reservoir-Dam Systems 

    Source: Journal of Hydrologic Engineering:;2011:;Volume ( 016 ):;issue: 009
    Author(s): Luis A. de Béjar
    Publisher: American Society of Civil Engineers
    Abstract: An engineering methodology is developed to build hazard curves to evaluate the probability of flood-induced overtopping of barriers in watershed-reservoir-dam systems. The probable maximum precipitation in the watershed ...
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    Time-Domain Hydrodynamic Forces on Rigid Dams with Reservoir Bottom Absorption of Energy 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 010
    Author(s): Luis A. de Béjar
    Publisher: American Society of Civil Engineers
    Abstract: In this investigation, a two-dimensional time-domain closed-form mathematical model for the hydrodynamic forces on the upstream vertical face of a given rigid dam subjected to a specified horizontal ground motion accelerogram ...
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    Computational Shear Strength of Ultrahigh-Performance API Class H Cement-Silica-Fume Paste Cylinders via Direct Shear Tests 

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 009
    Author(s): Luis A. de Béjar; Todd S. Rushing
    Publisher: American Society of Civil Engineers
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    Relative Compression Strength Evolution of Silica-Fume Ultrahigh-Performance Concrete under Saturated Adiabatic Hydration Using Virtual Tests 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 001
    Author(s): Luis A. de Béjar; Todd S. Rushing
    Publisher: American Society of Civil Engineers
    Abstract: This investigation introduces the formulation of a new closed-form representation of the evolution of the relative compressive strength of a class of ultrahigh-performance concrete (UHPC) materials hydrated under saturated ...
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    Hydrodynamic Forces on Spillway Torque-Tube Gates 

    Source: Journal of Hydraulic Engineering:;2010:;Volume ( 136 ):;issue: 010
    Author(s): Luis A. de Béjar; Richard L. Stockstill
    Publisher: American Society of Civil Engineers
    Abstract: The critical hydraulic configuration for a set of torque-tube gates controlling the flow through the navigable portion of a spillway was experimentally identified. In this paper, an analytical model for the upstream pressure ...
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    Shear Strength of Open‐Web Plate Girders with Inclined Tension Bars 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 011
    Author(s): Luis A. de Béjar; Mahmoud A. Younis
    Publisher: American Society of Civil Engineers
    Abstract: Examination of previous research on the collapse behavior of conventional plate girders with slender webs in shear indicates that the major contributions to the ultimate load capacity of component panels are provided by ...
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    Forces on Edge-Hinged Panels in Gradually Varied Flow 

    Source: Journal of Hydraulic Engineering:;1998:;Volume ( 124 ):;issue: 008
    Author(s): Luis A. de Béjar; Robert L. Hall
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes a mathematical model leading to experimental analysis to estimate the hydraulic forces on a prototype edge-hinged panel (wicket gate) in gradually varied flow. The two-dimensional potential theory of ...
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    Risk Consistent Estimate of Heat‐Straightening Applications. II: Beams 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 012
    Author(s): Luis A. de Béjar; Paul F. Robinson; R. Richard Avent
    Publisher: American Society of Civil Engineers
    Abstract: Economical heat‐straightening operations on damaged elements in heavy steel construction require the accurate estimation of the number of heat applications necessary to effect a given repair. An experimental program to ...
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    Risk Consistent Estimate of Heat‐Straightening Applications. I: Plates 

    Source: Journal of Structural Engineering:;1992:;Volume ( 118 ):;issue: 012
    Author(s): Luis A. de Béjar; Paul F. Robinson; R. Richard Avent
    Publisher: American Society of Civil Engineers
    Abstract: Addressing the need to estimate the number of vec heat applications required to repair a specified degree of damage in heat‐straightening operations, an experimental program using steel flat plates under controlled conditions ...
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