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    Bayonne Bridge: The Work of Othmar Ammann, Master Builder 

    Source: Journal of Bridge Engineering:;2008:;Volume ( 013 ):;issue: 006
    Author(s): Ashley P. Thrall; David P. Billington
    Publisher: American Society of Civil Engineers
    Abstract: The goal of this paper is to demonstrate the significance of the Bayonne Bridge and to identify it as a work of structural art, because its designer, Othmar Ammann (1879–1965), focused on efficiency, economy, and elegance. ...
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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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    Behavior of Nuclear RC Shear Walls Designed for Similar Lateral Strengths Using Normal-Strength versus High-Strength Materials 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 011
    Author(s): Steven M. Barbachyn; Robert D. Devine; Ashley P. Thrall; Yahya C. Kurama
    Publisher: ASCE
    Abstract: This paper describes an experimental investigation on the use of high-strength steel and high-strength concrete to reduce the required reinforcement areas in nuclear shear walls. Two squat rectangular walls with uniformly ...
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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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    Conceptual Design of Modular Bridges Including Layout Optimization and Component Reusability 

    Source: Journal of Bridge Engineering:;2017:;Volume ( 022 ):;issue: 011
    Author(s): Alexis Tugilimana; Ashley P. Thrall; Rajan Filomeno Coelho
    Publisher: American Society of Civil Engineers
    Abstract: Modular or panelized bridges, comprised of stacked rectangular panels forming girder-type bridges, are the most widely used approach for rapidly erectable bridging. Limitations of these systems, however, include inefficient ...
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    Adjustable Bolted Steel Plate Connection: Measured Behavior of Bolts during Field Installation and Numerical Parametric Investigation 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 002
    Author(s): Evan J. Gerbo; Ashley P. Thrall; Theodore P. Zoli
    Publisher: ASCE
    Abstract: This paper presents an experimental investigation of bolt behavior in adjustable bolted steel plate connections during field installation and a numerical finite-element (FE) parametric investigation of the impact of ...
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    Service and Ultimate Behavior of Adjustable Bolted Steel Plate Connections 

    Source: Journal of Structural Engineering:;2020:;Volume ( 146 ):;issue: 007
    Author(s): Evan J. Gerbo; Ashley P. Thrall; Theodore P. Zoli
    Publisher: ASCE
    Abstract: This paper experimentally and numerically investigates the service and ultimate behavior of adjustable bolted steel plate connections—slip-critical, splice plate connections that can join wide flange sections at a range ...
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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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    Measuring Behavior of Long-Span Bridges during Erection: Case Study of the Governor Mario M. Cuomo Bridge 

    Source: Journal of Bridge Engineering:;2022:;Volume ( 027 ):;issue: 012:;page 05022009
    Author(s): Yao Wang; Ashley P. Thrall; Theodore P. Zoli; Shiyao Sun
    Publisher: ASCE
    Abstract: The design of long-span cable-stayed bridges is governed by dead and erection loads, as well as wind loading. Despite the importance of dead and erection loads, their impact on the behavior of built structures is unknown, ...
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    Deployable Tool to Facilitate Cross-Frame Installation in Highly Skewed and Curved Steel Girder Bridges 

    Source: Journal of Bridge Engineering:;2024:;Volume ( 029 ):;issue: 005:;page 04024015-1
    Author(s): Ashley P. Thrall; Camila N. Duarte; Shiyao Sun; David D. Byers; Theodore P. Zoli
    Publisher: ASCE
    Abstract: This paper introduces a novel, cost-effective deployable tool for the construction of highly skewed and curved steel girder bridges that will provide the necessary geometrical adjustments to the adjacent girders for the ...
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