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    Monotonic and Cyclic Behavior of CLT Diaphragms 

    Source: Practice Periodical on Structural Design and Construction:;2021:;Volume ( 027 ):;issue: 002:;page 04021085
    Author(s): Cody Beairsto; Rakesh Gupta; Thomas H. Miller
    Publisher: ASCE
    Abstract: Mass timber is emerging in new markets for wood buildings, requiring more design knowledge to compete with other structural materials. Large, in-plane tests on cross-laminated timber (CLT) diaphragms (4,570 ×4,570  mm) ...
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    Behavior of Cold‐Formed Steel Wall Stud Assemblies 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): Thomas H. Miller; Teoman Pekoz
    Publisher: American Society of Civil Engineers
    Abstract: The overall behavior under axial loading of cold‐formed steel wall stud assemblies is investigated. Wall stud assemblies consist of several wall studs acting as beam columns, top and bottom tracks to restrain the ends of ...
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    Load‐Eccentricity Effects on Cold‐Formed Steel Lipped‐Channel Columns 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): Thomas H. Miller; Teoman Pekoz
    Publisher: American Society of Civil Engineers
    Abstract: The effects of loading eccentricity on axial strength of cold‐formed steel lipped channels are investigated in a series of 48 individual long‐column tests. Experimental results are compared with flexural and torsional‐flexural ...
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    Unstiffened Strip Approach for Perforated Wall Studs 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 002
    Author(s): Thomas H. Miller; Teoman Pekoz
    Publisher: American Society of Civil Engineers
    Abstract: Local buckling behavior of cold‐formed steel wall studs with rectangular web perforations is investigated experimentally and analytically. Stub column tests on short sections not subject to overall buckling are examined. ...
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    Behavior of Gypsum‐Sheathed Cold‐Formed Steel Wall Studs 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 005
    Author(s): Thomas H. Miller; Teoman Pekoz
    Publisher: American Society of Civil Engineers
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    Designing a Strand Orientation Pattern for Improved Shear Properties of Oriented Strand Board 

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 007
    Author(s): Kenton Alldritt; Arijit Sinha; Thomas H. Miller
    Publisher: American Society of Civil Engineers
    Abstract: As oriented strand board (OSB) increases in use, improving the mechanical properties is of importance. Improved in-plane shear properties will allow for more efficient use as well as open up other opportunities in engineered ...
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    Evaluation of Remediation Techniques for Circular Holes in the Webs of Wood I-Joists 

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 012
    Author(s): Tiberiu Polocoser; Thomas H. Miller; Rakesh Gupta
    Publisher: American Society of Civil Engineers
    Abstract: Remediation methods and strength predictions were evaluated for wood I-joists with single, circular holes in the webs, leaving utilities in place. A full-scale bending test using four equally spaced point loads was applied ...
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    Axial Strength Determination for Gypsum-Sheathed, Cold-Formed Steel Wall Stud Composite Panels 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 006
    Author(s): Young-ki Lee; Thomas H. Miller
    Publisher: American Society of Civil Engineers
    Abstract: Composite panels in this study consist of C-section steel wall studs with gypsum wallboard attached to both flanges of the stud with screws at regular intervals. Axial load is assumed to be applied to the centroid of the ...
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    Practical Approach to Modeling of Wood Truss Roof Assemblies 

    Source: Practice Periodical on Structural Design and Construction:;1998:;Volume ( 003 ):;issue: 003
    Author(s): Zhong Li; Rakesh Gupta; Thomas H. Miller
    Publisher: American Society of Civil Engineers
    Abstract: The main objective of this study was to investigate a practical approach to model trusses and roof truss systems using a commercially available software program, ETABS. The model developed in this study takes into account ...
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    Seismic Screening, Evaluation, Rehabilitation, and Design Provisions for Wood-Framed Structures 

    Source: Practice Periodical on Structural Design and Construction:;2007:;Volume ( 012 ):;issue: 004
    Author(s): Preston Baxter; Thomas H. Miller; Rakesh Gupta
    Publisher: American Society of Civil Engineers
    Abstract: Seismic screening, evaluation, and rehabilitation design of two existing wood-framed structures are performed using FEMA 154, FEMA 356, ASCE/SEI 31, and the 1997 UBC. FEMA 154 screening demonstrates the importance of ...
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