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    Seismic Evaluation of Gravity-Load-Designed Column-Grid System 

    Source: Journal of Structural Engineering:;2002:;Volume ( 128 ):;issue: 002
    Author(s): Khalid M. Mosalam; Clay J. Naito
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents experimental research findings of gravity-load-designed perforated waffle-slab systems. The tested system is part of an industrial facility where the floor is subjected to heavy gravity loads. The ...
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    Composite Steel Tee Concrete Deck Bridge System: Design, Fabrication, and Full-Scale Verification 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 001:;page 04020109
    Author(s): Clay J. Naito; Robin Hendricks; Richard Sause; Christina Cercone
    Publisher: ASCE
    Abstract: A short-span highway bridge system composed of steel tee sections embedded in a concrete deck slab during fabrication of the member was developed for the Pennsylvania Department of Transportation. The connection between ...
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    Uniform Pushdown Approach for Quantifying Building-Frame Robustness and the Consequence of Disproportionate Collapse 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 006
    Author(s): Corey T. Fallon; Spencer E. Quiel; Clay J. Naito
    Publisher: American Society of Civil Engineers
    Abstract: This paper proposes a framework for quantifying the structural robustness of building frames that utilizes a relative numerical interpretation of the strength degradation in response to a damage event. The approach leverages ...
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    Composite Steel Tee Concrete Deck Bridge System: Performance of Interface Shear Connection 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 003:;page 04021003-1
    Author(s): Christina Cercone; Clay J. Naito; Robin Hendricks; Richard Sause
    Publisher: ASCE
    Abstract: A new short-span highway bridge system composed of inverted steel tee sections embedded in a concrete deck slab was developed for the Pennsylvania Department of Transportation. The interface shear connection between the ...
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    Blast-Induced Damage Mapping Framework for Use in Threat-Dependent Progressive Collapse Assessment of Building Frames 

    Source: Journal of Performance of Constructed Facilities:;2017:;Volume ( 031 ):;issue: 002
    Author(s): Matthew J. Gombeda; Clay J. Naito; Spencer E. Quiel; Corey T. Fallon
    Publisher: American Society of Civil Engineers
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    Finite Element Assessment of Methods for Incorporating Axial Load Effects into Blast Design SDOF Analyses of Precast Wall Panels 

    Source: Journal of Performance of Constructed Facilities:;2015:;Volume ( 029 ):;issue: 005
    Author(s): Joseph M. Nickerson; Patrick A. Trasborg; Clay J. Naito; Charles M. Newberry; James S. Davidson
    Publisher: American Society of Civil Engineers
    Abstract: Innovations in the U.S. construction and precast concrete manufacturing industries have resulted in efficient methods of constructing multistory buildings that are entirely supported by precast concrete walls (i.e., no ...
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    Mechanical Characterization of Normal and High-Strength Steel Bars in Reinforced Concrete Members under Fire 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Spencer E. Quiel; Christopher H. Irwin; Clay J. Naito; Natasha Vermaak
    Publisher: ASCE
    Abstract: This study investigates the high-temperature mechanical response of deformed steel bars used in the United States (ASTM A615 and A706, all grades) for the construction of reinforced concrete structural members that are at ...
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