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    Modular Connector for Resilient Grid-Shell Structures 

    Source: Journal of Structural Engineering:;2021:;Volume ( 147 ):;issue: 008:;page 04021115-1
    Author(s): Mirela D. Tumbeva; Ashley P. Thrall
    Publisher: ASCE
    Abstract: In the design, fabrication, and erection of grid shells, a major challenge is the nodal connector between members. Designers typically select a structure’s form and then design the nodal connectors to meet geometric and ...
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    Experimental and Numerical Evaluation of the Effect of Rail on the Behavior of Girder Bridges 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 010:;page 04022098
    Author(s): Yao Wang; Mirela D. Tumbeva; Ashley P. Thrall; Prince Baah; Stephanie Wagner
    Publisher: ASCE
    Abstract: This paper experimentally and numerically evaluates the participation of bridge rail in carrying live load through (1) performing field testing on steel and prestressed concrete girder bridges; (2) developing validated ...
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    Modular Joint for the Accelerated Fabrication and Erection of Steel Bridges 

    Source: Journal of Bridge Engineering:;2021:;Volume ( 026 ):;issue: 006:;page 04021022-1
    Author(s): Mirela D. Tumbeva; Ashley P. Thrall; Theodore P. Zoli
    Publisher: ASCE
    Abstract: This paper introduces a new strategy for the accelerated fabrication and erection of steel bridges: a modular joint. The modular joint is a prefabricated, nodal connector composed of a weldment/built-up section of webs and ...
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    Built-Up Press Brake-Formed Tub Girders 

    Source: Journal of Bridge Engineering:;2023:;Volume ( 028 ):;issue: 012:;page 04023092-1
    Author(s): Mirela D. Tumbeva; Sherryen C. Mutoka; Ashley P. Thrall; Theodore P. Zoli; Stephanie Wagner; Prince Baah
    Publisher: ASCE
    Abstract: This paper presents built-up press brake-formed tub girders (PBTGs) as a new approach for the fabrication of resilient, short-span steel bridges. In contrast to existing PBTGs that are cold bent from a single steel plate, ...
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    Closure to “Behavior of an Adjustable Bolted Steel Plate Connection during Field Installation” by Evan J. Gerbo, Yao Wang, Mirela D. Tumbeva, Ashley P. Thrall, Brian J. Smith, and Theodore P. Zoli 

    Source: Journal of Structural Engineering:;2019:;Volume ( 145 ):;issue: 003
    Author(s): Evan J. Gerbo; Yao Wang; Mirela D. Tumbeva; Ashley P. Thrall; Brian J. Smith; Theodore P. Zoli
    Publisher: American Society of Civil Engineers
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