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    Discussion of “<i>Dynamic Response of Arbitrarily Shaped Foundations: Experimental Verification</i>” by Ricardo Dobry, George Gazetas and Kenneth H. Stokoe, II (February, 1986, Vol. 112, No. 2) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): Milos Novak
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Elastodynamic Response of Pile under Transverse Excitations</i>” by Ronald Y. S. Pak and Paul C. Jennings (July 1987, Vol. 113, No. 7) 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 002
    Author(s): Milos Novak
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Stochastic Variation of Earthquake Ground Motion in Space and Time</i>” by Ronald S. Harichandran and Erik H. Vanmarcke (February, 1986, Vol. 112, No. 2) 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 008
    Author(s): Milos Novak
    Publisher: American Society of Civil Engineers
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    Free Vibration of Light Roofs Backed by Cavities 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 003
    Author(s): Milos Novak; Magdy Kassem
    Publisher: American Society of Civil Engineers
    Abstract: Modal properties of light roofs such as cable roofs backed by cavities with openings are theoretically investigated. Taken into account are the interaction between the roof and the air enclosed by the cavity, the air outside ...
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    Response of Hemispherical, Air‐Supported Structures to Wind 

    Source: Journal of Engineering Mechanics:;1991:;Volume ( 117 ):;issue: 008
    Author(s): Magdy Kassem; Milos Novak
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the response of hemispherical, air‐supported structures to turbulent wind, both theoretically and experimentally. Wind‐tunnel tests were conducted on an aeroelastic model of a hemispherical, air‐supported ...
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    Experiments with Free Vibration of Light Roofs Backed by Cavities 

    Source: Journal of Engineering Mechanics:;1990:;Volume ( 116 ):;issue: 008
    Author(s): Magdy Kassem; Milos Novak
    Publisher: American Society of Civil Engineers
    Abstract: This paper complements the theoretical study of the same subject. The aim is to verify the theory formulated in the companion paper. Free vibration of large‐span, self‐supported, lightweight roofs backed by cavities with ...
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    Wave Forces on Fixed Offshore Structures in Short‐Crested Seas 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 003
    Author(s): Hisham Mitwally; Milos Novak
    Publisher: American Society of Civil Engineers
    Abstract: Wave forces on fixed offshore structures due to short‐crested seas are investigated using the directional spectra and an alternative model accounting for spatial correlation of water particle motions in terms of coherence ...
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    Transmitting Boundary for Axisymmetrical Dilation Problems 

    Source: Journal of Engineering Mechanics:;1988:;Volume ( 114 ):;issue: 001
    Author(s): Milos Novak; Hisham Mitwally
    Publisher: American Society of Civil Engineers
    Abstract: A plane strain transmitting boundary for axisymmetrical dilation problems is presented. Such a boundary can facilitate both analytical and finite element investigations of dynamic interaction of an embedded footing or a ...
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    Stiffness Constants of Single Piles 

    Source: Journal of Geotechnical Engineering:;1983:;Volume ( 109 ):;issue: 007
    Author(s): Milos Novak; Bahaa El Sharnouby
    Publisher: American Society of Civil Engineers
    Abstract: Stiffness constants and constants of equivalent viscous damping are presented for single, vertical piles in the form of tables and charts. The soil shear modulus is either constant or varies with depth according to a ...
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    Dynamic Experiments with Group of Piles 

    Source: Journal of Geotechnical Engineering:;1984:;Volume ( 110 ):;issue: 006
    Author(s): Bahaa El Shamouby; Milos Novak
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic experiments with a large group of closely spaced, small piles were conducted in the field in order to verify the different theories available and to examine the applicability of some simplified approaches such as ...
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