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    Numerical Prediction of Hopper‐Bin Pressures 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 002
    Author(s): A. H. Askari; A. E. Elwi
    Publisher: American Society of Civil Engineers
    Abstract: A numerical investigation of wall pressures generated by bulk materials stored in hopper-silo combinations is presented. Emphasis is placed on incipient flow type pressures on inclined hopper walls. The technique used ...
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    Composite Concrete-Steel Plate Walls: Analysis and Behavior 

    Source: Journal of Structural Engineering:;1995:;Volume ( 121 ):;issue: 002
    Author(s): R. A. Link; A. E. Elwi
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents some of the results of a study involving the ultimate and postpeak capacity of composite concrete-steel plate walls subjected to transverse and longitudinal loading. The main application of these composite ...
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    Tests of Tall Cavity Walls Subjected to Eccentric Loading 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 007
    Author(s): R. Wang; A. E. Elwi; M. A. Hatzinikolas; J. Warwaruk
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents a test program on full-scale reinforced slender shear connected cavity walls subjected to an eccentric compressive loading. A total of nine walls were tested. All specimens were constructed with a ...
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    Tests on Reinforced Partially Prestressed Concrete Tank Walls 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author(s): A. Rashed; David M. Rogowsky; A. E. Elwi
    Publisher: American Society of Civil Engineers
    Abstract: Current practice for structural design of environmental concrete structures such as water reservoirs and sewage treatment tanks follows one of two philosophies. The tanks are either fully prestressed or non-prestressed. ...
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    Numerical Study of Tall Masonry Cavity Walls Subjected to Eccentric Loads 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 010
    Author(s): R. Wang; A. E. Elwi; M. A. Hatzinikolas
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of the second phase of an ongoing investigation into the behavior of tall cavity masonry walls constructed with partially grouted and reinforced concrete block wythe and a burnt brick wythe ...
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    Finite Element Analysis of Longitudinally Stiffened Cylinders in Bending 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 011
    Author(s): Q. Chen; A. E. Elwi; G. L. Kulak
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the construction, verification, and utilization of a finite element model for longitudinally stiffened large diameter fabricated steel cylinders subjected to bending. The model is based on a large ...
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