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    Effect of Foundation Type and Compliance on Seismic Response of RC Bridges 

    Source: Journal of Bridge Engineering:;2001:;Volume ( 006 ):;issue: 002
    Author(s): Andreas J. Kappos; Anastasios G. Sextos
    Publisher: American Society of Civil Engineers
    Abstract: Foundation compliance appears to be one of the key features of the lateral load response of bridges, but it has not been seen so far as a possible solution to the problem of regularizing the response of bridges with piers ...
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    Bridge Deck Patching Material Evaluation 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 006
    Author(s): Nicholas M. Cervo; Andrea J. Schokker
    Publisher: American Society of Civil Engineers
    Abstract: Deck patching is a common practice used when bridge decks have local deterioration but do not yet warrant full replacement. Rapid setting patch materials provide a quick and economical way to patch deteriorated areas without ...
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    Dimensional Analysis of the Earthquake Response of a Pounding Oscillator 

    Source: Journal of Engineering Mechanics:;2010:;Volume ( 136 ):;issue: 003
    Author(s): Elias Dimitrakopoulos; Nicos Makris; Andreas J. Kappos
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, the dynamic response of a pounding oscillator subjected to pulse type excitations is revisited with dimensional analysis. The study adopts the concept of the energetic length scale which is a measure of the ...
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    A New Video Extensometer System for Testing Materials Undergoing Severe Plastic Deformation 

    Source: Journal of Engineering Materials and Technology:;2018:;volume 140:;issue 003:;page 31005
    Author(s): Felling, Andrea J.; Doman, Darrel A.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Characterization of materials undergoing severe plastic deformation requires the careful measurement of instantaneous sample dimensions throughout testing. For compressive testing, it is insufficient to simply estimate ...
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    Dynamics and Seismic Performance of Bridges with Rocking Piers of Nonconventional Configuration 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 006:;page 04024025-1
    Author(s): Ioannis M. Thomaidis; Andreas J. Kappos; Alfredo Camara
    Publisher: ASCE
    Abstract: The present study focuses on the seismic response of bridges with rocking piers of nonconventional shape, combining the inherent benefits of rocking isolation and accelerated bridge construction. The governing equations ...
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    Evaluation of Simplified Models for Lateral Load Analysis of Unreinforced Masonry Buildings 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 007
    Author(s): Andreas J. Kappos; Gregory G. Penelis; Christos G. Drakopoulos
    Publisher: American Society of Civil Engineers
    Abstract: The paper aims at evaluating the relative accuracy of different models, mainly intended for use by practicing engineers, for the analysis of unreinforced masonry buildings, and to determine whether, and under what conditions, ...
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    Seismic Reliability of Masonry-Infilled RC Frames 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 003
    Author(s): Christiana Dymiotis; Andreas J. Kappos; Marios K. Chryssanthopoulos
    Publisher: American Society of Civil Engineers
    Abstract: This study focuses on the probabilistic assessment of reinforced concrete (RC) frames infilled with clay brick walls and subjected to earthquake loading. The adopted methodology extends that previously developed by the ...
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    Analytical Stress–Strain Model for High-Strength Concrete Members under Cyclic Loading 

    Source: Journal of Structural Engineering:;2007:;Volume ( 133 ):;issue: 004
    Author(s): Dimitrios K. Konstantinidis; Andreas J. Kappos; Bassam A. Izzuddin
    Publisher: American Society of Civil Engineers
    Abstract: A new proposal for describing the hysteretic stress–strain behavior of high-strength concrete (HSC) under reversed cyclic loading is presented. The envelope curve is derived from the results of uniaxial, monotonic, compression ...
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    Tests on Seismically Damaged Reinforced Concrete Walls Repaired and Strengthened Using Fiber-Reinforced Polymers 

    Source: Journal of Composites for Construction:;2005:;Volume ( 009 ):;issue: 003
    Author(s): Konstantinos K. Antoniades; Thomas N. Salonikios; Andreas J. Kappos
    Publisher: American Society of Civil Engineers
    Abstract: The behavior of six 1:2.5-scale reinforced concrete cantilever wall specimens having an aspect ratio of 1.5, tested to failure and subsequently repaired and strengthened using fiber-reinforced polymer (FRP) sheets is ...
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    Response Modification Factors for Concrete Bridges in Europe 

    Source: Journal of Bridge Engineering:;2013:;Volume ( 018 ):;issue: 012
    Author(s): Andreas J.; Kappos; Themelina S.; Paraskeva; Ioannis F.; Moschonas
    Publisher: American Society of Civil Engineers
    Abstract: The paper presents a methodology for evaluating the actual response modification factors (
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