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    Feasibility Study of Passive Electromagnetic Damping Systems 

    Source: Journal of Structural Engineering:;2008:;Volume ( 134 ):;issue: 001
    Author(s): Rogelio Palomera-Arias; Jerome J. Connor; John A. Ochsendorf
    Publisher: American Society of Civil Engineers
    Abstract: A linear displacement electromagnetic machine is proposed to be used as a passive structural damper. The electromagnetic damper extracts the kinetic energy imparted into the structure by wind or seismic disturbances by ...
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    Equivalent Continuum Model for Deployable Flat Lattice Structures 

    Source: Journal of Aerospace Engineering:;1994:;Volume ( 007 ):;issue: 001
    Author(s): Charis Gantes; Jerome J. Connor; Robert D. Logcher
    Publisher: American Society of Civil Engineers
    Abstract: Deployable structures can be stored in a compact, folded configuration and are easily deployed into load‐bearing, open forms. Hence, they are suitable for applications where speed and ease of erection and reusability are ...
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    Effect of Transverse Shear Deformation on Elastic Moduli of Thin Ice Plates 

    Source: Journal of Engineering Mechanics:;1998:;Volume ( 124 ):;issue: 001
    Author(s): Alex A. Elvin; Jerome J. Connor; Dong H. Choi
    Publisher: American Society of Civil Engineers
    Abstract: The elastic deformation of thin ice sheets due to bending and shear deformation is considered. The in-plane Young's modulus and the transverse shear modulus are calculated by least-squares fit of transverse plate deflection ...
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    Simple Friction Model for Scissor‐Type Mobile Structures 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 003
    Author(s): Charis Gantes; Jerome J. Connor; Robert D. Logcher
    Publisher: American Society of Civil Engineers
    Abstract: Mobile or articulated structures have kinematic connections that permit large relative displacements between components that undergo small elastic deformations. Deployable structures are one example. They can be stored ...
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    Hydrodynamic Forces on Flexible Offshore Structures 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 003
    Author(s): Enrique J. Laya; Jerome J. Connor; S. Shyam Sunder
    Publisher: American Society of Civil Engineers
    Abstract: The extension of Morison's equation to allow for structural motion in predicting the hydrodynamic force on offshore steel jacket platforms may be based on two different hypotheses: (1) The relative velocity model which ...
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    Fracture Mechanics Approach for Failure of Concrete Shear Key. I: Theory 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Yoshio Kaneko; Jerome J. Connor; Thanasis C. Triantafillou; Christopher K. Leung
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this paper is to develop a simple mechanical model for the analysis and design of plain or fiber‐reinforced concrete shear key joints. The method makes use of well‐known results of fracture mechanics and ...
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    Fracture Mechanics Approach for Failure of Concrete Shear Key. II: Verification 

    Source: Journal of Engineering Mechanics:;1993:;Volume ( 119 ):;issue: 004
    Author(s): Yoshio Kaneko; Jerome J. Connor; Thanasis C. Triantafillou; Christopher K. Leung
    Publisher: American Society of Civil Engineers
    Abstract: The objective of this paper is to verify a mechanical model for the failure of plain or fiber‐reinforced concrete shear key joints through the comparison of the model's prediction with both experimental measurements and ...
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    Sea‐Ice Indentation in Creeping Mode 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 007
    Author(s): Fadi S. Chehayeb; Seng‐Kiong Ting; S. Shyam Sunder; Jerome J. Connor
    Publisher: American Society of Civil Engineers
    Abstract: A finite element method of analysis is developed and applied to the study of global and local pressures generated on a cylindrical indenter during sea‐ice deformations in the creeping mode. Numerical simulations are performed ...
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