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    Discussion of “<i>Wind‐Buckling Approach for RC Cooling Towers</i>” Wolfgang Zerna, and Walter Steffen (June, 1983) 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 007
    Author(s): Herbert A. Mang
    Publisher: American Society of Civil Engineers
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    Scale Transition in Steel-Concrete Interaction. I: Model 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 004
    Author(s): Roman Lackner; Herbert A. Mang
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the analysis of reinforced concrete (RC) structures with special emphasis on modeling of the interaction between concrete and reinforcement. A new mode for consideration of the response of the composite ...
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    Scale Transition in Steel-Concrete Interaction. II: Applications 

    Source: Journal of Engineering Mechanics:;2003:;Volume ( 129 ):;issue: 004
    Author(s): Roman Lackner; Herbert A. Mang
    Publisher: American Society of Civil Engineers
    Abstract: The proposed mode of consideration of the steel-concrete interaction (Part I) is applied to real-life engineering structures. Two structures recently investigated numerically at Vienna University of Technology are considered: ...
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    Adaptive FE Analysis of RC Shells. II: Applications 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 012
    Author(s): Roman Lackner; Herbert A. Mang
    Publisher: American Society of Civil Engineers
    Abstract: This paper deals with the application of an adaptive calculation scheme to ultimate load analyses of reinforced concrete (RC) plates and shells. The influence of the user-prescribed accuracy on the numerical results, ...
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    Adaptive FE Analysis of RC Shells. I: Theory 

    Source: Journal of Engineering Mechanics:;2001:;Volume ( 127 ):;issue: 012
    Author(s): Roman Lackner; Herbert A. Mang
    Publisher: American Society of Civil Engineers
    Abstract: This paper contains the description of an adaptive calculation scheme for nonlinear (elastoplastic) finite element (FE) analysis. The underlying error estimator accounts for the error in the elastic regime as well as for ...
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    Finite Element Analyses of Cracked Cooling Tower Shell 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 009
    Author(s): Günther Meschke; Herbert A. Mang; Peter Kosza
    Publisher: American Society of Civil Engineers
    Abstract: The limit of serviceability and the residual safety against structural collapse of a concrete cooling tower, which was built 25 years ago, is evaluated numerically by the finite element method. The present condition of the ...
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    Ground-Shotcrete Interaction of NATM Tunnels with High Overburden 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2005:;Volume ( 131 ):;issue: 007
    Author(s): Daniela Boldini; Roman Lackner; Herbert A. Mang
    Publisher: American Society of Civil Engineers
    Abstract: According to the New Austrian Tunneling Method (NATM), after excavation of a cross section of a tunnel, shotcrete is applied onto the tunnel walls, constituting a thin flexible, closed shell. Deformations, as well as the ...
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    Safety Assessment of Concrete Tunnel Linings under Fire Load 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 006
    Author(s): Christian Pichler; Roman Lackner; Herbert A. Mang
    Publisher: American Society of Civil Engineers
    Abstract: An assessment of the structural performance of concrete tunnel linings under fire load is presented for the Lainzer Tunnel, a shallow tunnel recently constructed in Austria. Prior to the installation of the concrete lining ...
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    Large Strain Finite-Element Analysis of Snow 

    Source: Journal of Engineering Mechanics:;1996:;Volume ( 122 ):;issue: 007
    Author(s): Günther Meschke; Changhong Liu; Herbert A. Mang
    Publisher: American Society of Civil Engineers
    Abstract: The modified Cam-clay model and the classical Drucker-Prager plasticity model are used for the numerical representation of snow. Both models are recast within an algorithmic framework for multiplicative finite deformation ...
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    Concrete Subjected to Triaxial Stress States: Application to Pull-Out Analyses 

    Source: Journal of Engineering Mechanics:;2004:;Volume ( 130 ):;issue: 012
    Author(s): Peter Pivonka; Roman Lackner; Herbert A. Mang
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the application of three-dimensional (3D)-constitutive models for concrete formulated in the framework of plasticity theory to structural analyses of anchor devices. For this purpose, two commonly ...
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