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    Seismic Response of Bridges with Rocking Foundations Compared to Fixed-Base Bridges at a Near-Fault Site 

    Source: Journal of Bridge Engineering:;2014:;Volume ( 019 ):;issue: 005
    Author(s): Grigorios; Antonellis; Marios; Panagiotou
    Publisher: American Society of Civil Engineers
    Abstract: This paper numerically investigates the three-dimensional seismic response of six reinforced concrete bridges hypothetically located in Oakland, California, 3 km from the Hayward fault. Three of the bridges are 17 m tall ...
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    Evaluation of Pushover Methodology for Mass-Irregular in Elevation RC Buildings 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 008
    Author(s): Grigorios E. Manoukas
    Publisher: American Society of Civil Engineers
    Abstract: In this paper a recently developed multimode pushover procedure is evaluated for nonregular in elevation systems. The procedure is applicable to asymmetric in plan buildings under the concurrent action of two horizontal ...
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    Influence of Pulsating Flow on Close-Coupled Catalyst Performance 

    Source: Journal of Engineering for Gas Turbines and Power:;2005:;volume( 127 ):;issue: 003:;page 676
    Author(s): Dimitrios N. Tsinoglou; Grigorios C. Koltsakis
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Close coupling of automotive three-way catalytic converters is becoming a common practice in order to reduce pollutant emissions during cold start. In such applications, the exhaust gas mass ...
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    An In-Depth Econometric Analysis of Pavement Performance and Service Life by Pavement Rehabilitation Treatment Type and Delivery Method 

    Source: Journal of Infrastructure Systems:;2023:;Volume ( 029 ):;issue: 004:;page 04023024-1
    Author(s): Damien David; Sheikh Shahriar Ahmed; Md. Tawfiq Sarwar; Grigorios Fountas; Panagiotis Anastasopoulos
    Publisher: ASCE
    Abstract: This paper delivers a detailed statistical assessment of pavement rehabilitation treatments by delivery methods via studying their performance in terms of pavement indicators (international roughness index, rutting depth, ...
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    Shake Table Test of Large-Scale Bridge Columns Supported on Rocking Shallow Foundations 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2015:;Volume ( 141 ):;issue: 005
    Author(s): Grigorios Antonellis; Andreas G. Gavras; Marios Panagiotou; Bruce L. Kutter; Gabriele Guerrini; Andrew C. Sander; Patrick J. Fox
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of a series of shake table tests of two 460-mm-diameter columns supported on 1.5-meter-square shallow rocking foundations. The tests were conducted using the Large Outdoor High-Performance ...
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    Modeling Pulse Wave Propagation Through a Stenotic Artery With Fluid Structure Interaction: A Validation Study Using Ultrasound Pulse Wave Imaging 

    Source: Journal of Biomechanical Engineering:;2020:;volume( 143 ):;issue: 003:;page 031005-1
    Author(s): Gatti, Vittorio; Nauleau, Pierre; Karageorgos, Grigorios M.; Shim, Jay J.; Ateshian, Gerard A.; Konofagou, Elisa E.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Pulse wave imaging (PWI) is an ultrasound-based method that allows spatiotemporal mapping of the arterial pulse wave propagation, from which the local pulse wave velocity (PWV) can be derived. Recent reports indicate that ...
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