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    Discussion of “<i>Behavior of Wood‐Framed Shear Walls</i>” by Ajaya K. Gupta and George P. Kuo (August, 1985, Vol. 111, No. 8) 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 011
    Author(s): Sture Åkerlund
    Publisher: American Society of Civil Engineers
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    Passing the Baton 

    Source: Journal of Engineering Mechanics:;2002:;Volume ( 128 ):;issue: 010
    Author(s): Stein Sture
    Publisher: American Society of Civil Engineers
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    Dynamics of Structures: Theory and Applications to Earthquake Engineering 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 009
    Author(s): Stein Sture
    Publisher: American Society of Civil Engineers
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    Stability of Frictional Materials 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 008
    Author(s): K. Runesson; S. Sture
    Publisher: American Society of Civil Engineers
    Abstract: The stability of frictional materials that display a nonassociated flow rule is discussed. Particular emphasis is put on an analysis of recent experiments conducted by Lade et al. (1987), where stable behavior was observed, ...
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    Closure to “Nonassociated Flow and Stability of Granular Materials” by Poul V. Lade, Richard B. Nelson, and Y. Marvin Ito (September, 1987, Vol. 113, No. 9) 

    Source: Journal of Engineering Mechanics:;1989:;Volume ( 115 ):;issue: 008
    Author(s): Kenneth Runesson; Stein Sture
    Publisher: American Society of Civil Engineers
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    Editorial 

    Source: Journal of Engineering Mechanics:;2000:;Volume ( 126 ):;issue: 007
    Author(s): Roger Ghanem; Stein Sture
    Publisher: American Society of Civil Engineers
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    Shear Band Formation in Plane Strain Experiments of Sand 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author(s): Khalid A. Alshibli; Stein Sture
    Publisher: American Society of Civil Engineers
    Abstract: A series of biaxial (plane strain) experiments were conducted on three sands under low (15 kPa) and high (100 kPa) confining pressure conditions to investigate the effects of specimen density, confining pressure, and sand ...
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    Sand Shear Band Thickness Measurements by Digital Imaging Techniques 

    Source: Journal of Computing in Civil Engineering:;1999:;Volume ( 013 ):;issue: 002
    Author(s): Khalid A. Alshibli; Stein Sture
    Publisher: American Society of Civil Engineers
    Abstract: Digital imaging analysis was used to study localized deformations in granular materials tested under plane strain condition. Two independent techniques were applied and compared. In the first technique, the digitized optical ...
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    Thermoelastodynamics in Transversely Isotropic Media With Scalar Potential Functions1 

    Source: Journal of Applied Mechanics:;2014:;volume( 081 ):;issue: 002:;page 21013
    Author(s): Eskandari; Rahimian, Mohammad; Sture, Stein; Forati, Maysam
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A complete set of potential functions consisting of three scalar functions is presented for coupled displacementtemperature equations of motion and heat equation for an arbitrary x3convex domain containing a linear ...
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    A Modified Low-Reynolds-Number k-ω Model for Recirculating Flows 

    Source: Journal of Fluids Engineering:;1997:;volume( 119 ):;issue: 004:;page 867
    Author(s): Shia-Hui Peng; Lars Davidson; Sture Holmberg
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: A modified form of Wilcox’s low-Reynolds-number k-ω model (Wilcox, 1994) is proposed for predicting recirculating flows. The turbulent diffusion for the specific dissipation rate, ω, is modeled ...
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