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    Passive Structural Control with Sequential Coupling 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 009
    Author(s): Paul Weidlinger
    Publisher: American Society of Civil Engineers
    Abstract: Sequential coupling is a modification of a structural connection that permits an initial, zero resistance slip (or rotation) at each elastoplastic deformation cycle. A sequential structure is obtained when a specified ...
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    Analysis of Underground Protective Structures 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 007
    Author(s): Paul Weidlinger; Eve Hinman
    Publisher: American Society of Civil Engineers
    Abstract: A procedure is presented for analyzing underground protective structures subject to conventional weapons effects. A radiation damping term is added to a simple mass‐resistance system to include structure‐medium interaction ...
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    Sequential Coupling: New Structural Connection for Seismic Control 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 001
    Author(s): Paul Weidlinger; Mohammed Ettouney
    Publisher: American Society of Civil Engineers
    Abstract: A new method of connecting members, at certain joints of a lateral force resisting structure, improves the response to seismic excitation. These connections that permit a small initial slip (displacement or rotation) are ...
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    Cavitation in Solid Medium 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 001
    Author(s): Paul Weidlinger; Eve Hinman
    Publisher: American Society of Civil Engineers
    Abstract: This paper demonstrates the existence of cavitation in a solid medium (such as soil) that occurs when a stress wave propagating in the medium is diffracted by an embedded structure. It is shown that very complex nonlinearities ...
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    Design of Underground Protective Structures 

    Source: Journal of Structural Engineering:;1983:;Volume ( 109 ):;issue: 008
    Author(s): Felix S. Wong; Paul Weidlinger
    Publisher: American Society of Civil Engineers
    Abstract: Current methods for the design of underground structures are reviewed. It is shown that they share the same approach when including the effects of soil‐structure interaction (SSI) in the design loading. This common approach ...
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