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    Calculating the Eigenfrequency of Rotating Acoustic Annulus Inside Labyrinth Seals of Turbomachines 

    Source: Journal of Engineering for Gas Turbines and Power:;2005:;volume( 127 ):;issue: 001:;page 178
    Author(s): Stefan Hurlebaus; Lothar Gaul
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: This brief note describes a method for calculating the eigenfrequencies of a rotating acoustic air column inside labyrinth seals in turbomachinery. The method is applied to nonrotating air columns ...
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    Smart Structures in Engineering Education 

    Source: Journal of Professional Issues in Engineering Education and Practice:;2012:;Volume ( 138 ):;issue: 001
    Author(s): Stefan Hurlebaus; Tim Stocks; Osman E. Ozbulut
    Publisher: American Society of Civil Engineers
    Abstract: As technologies evolve, academia must follow suit to best use these technological strides to advance structures for better reliability and overall safety. One such advancement is subsumed under the title “smart structures,” ...
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    Adaptive Reliability Analysis of Reinforced Concrete Bridges Subject to Seismic Loading Using Nondestructive Testing 

    Source: ASCE-ASME Journal of Risk and Uncertainty in Engineering Systems, Part A: Civil Engineering:;2015:;Volume ( 001 ):;issue: 004
    Author(s): Qindan Huang; Paolo Gardoni; Stefan Hurlebaus
    Publisher: American Society of Civil Engineers
    Abstract: Seismic fragility reflects the reliability of a structure to withstand future seismic demands. It is defined as the conditional probability that a structural demand attains or exceeds a specified capacity level for given ...
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    Tension Stiffening in Prestressed Concrete Beams Using Moment-Curvature Relationship 

    Source: Journal of Structural Engineering:;2012:;Volume ( 138 ):;issue: 008
    Author(s): Shobeir Pirayeh Gar; Monique Head; Stefan Hurlebaus
    Publisher: American Society of Civil Engineers
    Abstract: Tension stiffening phenomenon plays a vital role in serviceability of nonprestressed reinforced concrete (RC) beams as it enhances the postcracking flexural stiffness leading to a smaller deflection, accordingly. However, ...
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    Probabilistic Capacity Models and Fragility Estimates for Reinforced Concrete Columns Incorporating NDT Data 

    Source: Journal of Engineering Mechanics:;2009:;Volume ( 135 ):;issue: 012
    Author(s): Qindan Huang; Paolo Gardoni; Stefan Hurlebaus
    Publisher: American Society of Civil Engineers
    Abstract: Knowing the ability of reinforced concrete (RC) bridges to withstand future seismic demands during their life-cycle can help bridge owners make rational decisions regarding optimal allocation of resources for maintenance, ...
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    Control of a Seismically Excited Benchmark Building Using Linear Matrix Inequality-Based Semiactive Nonlinear Fuzzy Control 

    Source: Journal of Structural Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Yeesock Kim; Reza Langari; Stefan Hurlebaus
    Publisher: American Society of Civil Engineers
    Abstract: This paper investigates the behavior of a seismically excited benchmark building employing magnetorheological dampers operated by a model-based fuzzy logic controller (MBFLC) formulated in terms of linear matrix inequalities ...
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    Probabilistic Seismic Demand Models and Fragility Estimates for Reinforced Concrete Highway Bridges with One Single-Column Bent 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 011
    Author(s): Qindan Huang; Paolo Gardoni; Stefan Hurlebaus
    Publisher: American Society of Civil Engineers
    Abstract: In performance-based seismic design, general and practical seismic demand models of structures are essential. This paper proposes a general methodology to construct probabilistic demand models for reinforced concrete (RC) ...
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    Displacement-Based Compatibility Strut-and-Tie Method and Application to Monotonic and Cyclic Loading 

    Source: Journal of Structural Engineering:;2016:;Volume ( 142 ):;issue: 006
    Author(s): Madhu M. Karthik; John B. Mander; Stefan Hurlebaus
    Publisher: American Society of Civil Engineers
    Abstract: The
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    Comparative Experimental Performance of Bridge Deck Slabs with AFRP and Steel Precast Panels 

    Source: Journal of Composites for Construction:;2013:;Volume ( 017 ):;issue: 006
    Author(s): Shobeir Pirayeh Gar; Monique Head; Stefan Hurlebaus; John B. Mander
    Publisher: American Society of Civil Engineers
    Abstract: Full-depth precast concrete panels expedite the construction process, enhance the safety and quality controls, and reduce the on-site labor requirements for bridge deck slab applications. However, corrosion-induced ...
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    FRP Slab Capacity Using Yield Line Theory 

    Source: Journal of Composites for Construction:;2014:;Volume ( 018 ):;issue: 006
    Author(s): Shobeir Pirayeh Gar; John B. Mander; Monique Head; Stefan Hurlebaus
    Publisher: American Society of Civil Engineers
    Abstract: Fiber reinforced polymer (FRP) bars have been increasingly used in bridge deck slabs over the last decades to overcome corrosion issues. However, there is still a critical need for a rational method to analyze the load ...
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