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    Performance of Cable-Stayed Bridges: Evaluation Methods, Observations, and a Rehabilitation Case 

    Source: Journal of Performance of Constructed Facilities:;2016:;Volume ( 030 ):;issue: 001
    Author(s): Armin B. Mehrabi
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses advances in evaluation, health monitoring, and rehabilitation of cable-stayed bridges, and available methods. In the last 2 decades, the writer has contributed extensively to advances in cable-stayed ...
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    In-Service Evaluation of Cable-Stayed Bridges, Overview of Available Methods and Findings 

    Source: Journal of Bridge Engineering:;2006:;Volume ( 011 ):;issue: 006
    Author(s): Armin B. Mehrabi
    Publisher: American Society of Civil Engineers
    Abstract: This paper discusses advances in evaluation and health monitoring of cable-stayed bridges and available methods. Bridge engineers and highway administrators in the United States are gradually becoming more comfortable with ...
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    Unified Finite Difference Formulation for Free Vibration of Cables 

    Source: Journal of Structural Engineering:;1998:;Volume ( 124 ):;issue: 011
    Author(s): Armin B. Mehrabi; Habib Tabatabai
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, a finite difference formulation for vibration analysis of structural cables is introduced. This formulation incorporates into a unified solution the effects of the bending stiffness of cable and its ...
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    Design of Mechanical Viscous Dampers for Stay Cables 

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 002
    Author(s): Habib Tabatabai; Armin B. Mehrabi
    Publisher: American Society of Civil Engineers
    Abstract: External dampers have been utilized in a number of cable-stayed bridges to suppress transverse cable vibrations. However, simple and accurate damper design recommendations that concurrently consider all important cable ...
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    Finite Element Modeling of Masonry-Infilled RC Frames 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 005
    Author(s): Armin B. Mehrabi; P. Benson Shing
    Publisher: American Society of Civil Engineers
    Abstract: Experimental and analytical studies have been carried out to investigate the performance of masonry-infilled RC frames under in-plane lateral loadings. In this paper, the experimental results are concisely summarized, and ...
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    Evaluation, Rehabilitation Planning, and Stay-Cable Replacement Design for the Hale Boggs Bridge in Luling, Louisiana 

    Source: Journal of Bridge Engineering:;2010:;Volume ( 015 ):;issue: 004
    Author(s): Armin B. Mehrabi; Christopher A. Ligozio; Adrian T. Ciolko; Scott T. Wyatt
    Publisher: American Society of Civil Engineers
    Abstract: The Hale Boggs Bridge opened to traffic on October 5, 1983. At the time, it was the first U.S. cable-stayed crossing over the Mississippi River. The PE (polyethylene) protective sheathing was damaged in many of the cables ...
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    Experimental Evaluation of Masonry-Infilled RC Frames 

    Source: Journal of Structural Engineering:;1996:;Volume ( 122 ):;issue: 003
    Author(s): Armin B. Mehrabi; P. Benson Shing; Michael P. Schuller; James L. Noland
    Publisher: American Society of Civil Engineers
    Abstract: The influence of masonry infill panels on the seismic performance of reinforced concrete (RC) frames that were designed in accordance with current code provisions are investigated. Two types of frames are considered. One ...
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