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    Dynamic Deflections of a Stiff Footbridge Using 100-Hz GNSS and Accelerometer Data 

    Source: Journal of Surveying Engineering:;2015:;Volume ( 141 ):;issue: 004
    Author(s): Fanis; Moschas; Stathis; Stiros
    Publisher: American Society of Civil Engineers
    Abstract: The authors investigated the possibility of expanding the application of global navigation satellite systems (GNSS) into the monitoring of stiff civil-engineering structures from the current limit of dominant frequencies ...
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    Pressurized Sand Damper for Earthquake and Wind Engineering: Design, Testing, and Characterization 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 004:;page 04021014-1
    Author(s): Nicos Makris; Xenofon Palios; Gholamreza Moghimi; Stathis Bousias
    Publisher: ASCE
    Abstract: This paper presents the development, testing, and characterization of an innovative low-cost fail-safe sustainable energy-dissipation device in which the material surrounding the moving piston and enclosed within the damper ...
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    Post-Evaluation of Flood Hazards Induced by Former Artificial Interventions along a Coastal Mediterranean Settlement 

    Source: Journal of Hydrologic Engineering:;2016:;Volume ( 021 ):;issue: 010
    Author(s): Dimitrios Myronidis; Dimitrios Stathis; Marios Sapountzis
    Publisher: American Society of Civil Engineers
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    Discussion of “<i>Strength of Concrete Slabs in Punching Shear</i>” by Da‐Hua Jiang and Jing‐Hua Shen (Dec. 1986, Vol. 112, No. 12) 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 009
    Author(s): Philip C. Perdikaris; Stathis N. Bousias
    Publisher: American Society of Civil Engineers
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    Landslide Monitoring Based On Geodetically Derived Distance Changes 

    Source: Journal of Surveying Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Stathis C. Stiros; Christos Vichas; Costas Skourtis
    Publisher: American Society of Civil Engineers
    Abstract: Analysis of an exceptionally long and homogeneous geodetic monitoring record of a deep-seated, slow
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    Measuring Deflections of a Short-Span Railway Bridge Using a Robotic Total Station 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 002
    Author(s): Panos A.; Psimoulis; Stathis C.; Stiros
    Publisher: American Society of Civil Engineers
    Abstract: A robotic total station (RTS) [or robotic theodolite or theodolite positioning system (TPS)] was used for the first time to measure the deflections of a short-span bridge in response to passing trains. The RTS measurements ...
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    Identification of Nearshore Wave Characteristics Using Robotic Total Stations 

    Source: Journal of Surveying Engineering:;2010:;Volume ( 136 ):;issue: 004
    Author(s): Stathis C. Stiros; Panos A. Psimoulis
    Publisher: American Society of Civil Engineers
    Abstract: A new geodetic method for accurate determination of nearshore wave characteristics is proposed. This method is based on a robotic total station set on stable position on the coast and aiming at a passive reflector mounted ...
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    Special Issue: In Memoriam of Professor Clayton T. Crowe 

    Source: Journal of Fluids Engineering:;2016:;volume( 138 ):;issue: 004:;page 40301
    Author(s): Michaelides, Efstathios E. (Stathis); Reeks, Michael W.; Sommerfeld, Martin
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Professor Clayton T. Crowe of Washington State University (WSU) made seminal contributions in the discipline of Fluids Engineering, starting with his early work on solid fuel combustion for rocket launching applications. ...
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    Stiffness of Free‐Standing Stairs with 180° Turn 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 012
    Author(s): Anna‐Maria O. Skouteropoulou; Stathis N. Bousias; Michael N. Fardis
    Publisher: American Society of Civil Engineers
    Abstract: Two types of free‐standing stairs, each having an axis that makes a 180° turn in plan, are considered. In the first, the horizontal projection of the axis consists of a central semicircle and two equal straight parts, and ...
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    Stiffness Matrix of Free‐Standing Helical Stairs 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 001
    Author(s): Michael N. Fardis; Anna‐Maria O. Skouteropoulou; Stathis N. Bousias
    Publisher: American Society of Civil Engineers
    Abstract: The full, 12×12, stiffness matrix of a free‐standing helicoidal stair is constructed in terms of its geometric characteristics. Knowledge of this stiffness matrix allows incorporation of the stair as a single element into ...
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    DSpace software copyright © 2002-2015  DuraSpace
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