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    Three-Dimensional Strut-and-Tie Analysis for Footing Rehabilitation 

    Source: Practice Periodical on Structural Design and Construction:;2002:;Volume ( 007 ):;issue: 001
    Author(s): Chun S. Cai
    Publisher: American Society of Civil Engineers
    Abstract: A 3D indeterminate strut-and-tie model is developed for the analysis of a footing system to explain the cause of cracking and to develop a rehabilitation solution. The performance predicted with the model, simulating the ...
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    Deflection of Cracked RC Beams under Sustained Loading 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 006
    Author(s): Jianguo Nie; Chun S. Cai
    Publisher: American Society of Civil Engineers
    Abstract: An analytical model that incorporates time-dependent effects (creep and shrinkage) was developed to predict the long-term deflection of cracked reinforced concrete beams under sustained loading. The deflection model includes ...
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    Predicted and Measured Performance of Prestressed Concrete Bridges 

    Source: Journal of Bridge Engineering:;2004:;Volume ( 009 ):;issue: 001
    Author(s): Chun S. Cai; Mohsen Shahawy
    Publisher: American Society of Civil Engineers
    Abstract: Testing results of six existing prestressed concrete bridges are used to evaluate analytical methodologies. These bridges cover different span lengths, number of lanes, and skew angles. Strains, load distribution factors, ...
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    Understanding Capacity Rating of Bridges from Load Tests 

    Source: Practice Periodical on Structural Design and Construction:;2003:;Volume ( 008 ):;issue: 004
    Author(s): Chun S. Cai; Mohsen Shahawy
    Publisher: American Society of Civil Engineers
    Abstract: The paper discusses a few issues related to capacity rating of existing bridges using field test results. The principles of proof and diagnostic load tests for capacity evaluation are presented through discussing the rating ...
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    Complex Notation in Flutter Analysis 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 010
    Author(s): Chun S. Cai; Pedro Albrecht; Uwe Starossek
    Publisher: American Society of Civil Engineers
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    Effect of Bearing Pads on Precast Prestressed Concrete Bridges 

    Source: Journal of Bridge Engineering:;2000:;Volume ( 005 ):;issue: 003
    Author(s): Nur Yazdani; Scott Eddy; Chun S. Cai
    Publisher: American Society of Civil Engineers
    Abstract: Precast AASHTO concrete bridge I-beams are often supported at the ends by elastomeric bearing pads. The bearing pad-bridge beam interface defines support boundary conditions that may affect the performance of the bridge. ...
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    Composite Girder Design of Cable-Stayed Bridges 

    Source: Practice Periodical on Structural Design and Construction:;1998:;Volume ( 003 ):;issue: 004
    Author(s): Chun S. Cai; Yin Zhang; Jianguo Nie
    Publisher: American Society of Civil Engineers
    Abstract: The analysis and design of composite girders of cable-stayed bridges are discussed. Cable-stayed bridge girders carrying both axial forces and bending moments are actually beam-columns. The distribution of axial forces ...
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    Flutter and Buffeting Analysis. II: Luling and Deer Isle Bridges 

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003
    Author(s): Chun S. Cai; Pedro Albrecht; Harold R. Bosch
    Publisher: American Society of Civil Engineers
    Abstract: The practical applications of the finite-element software developed in Part I of this paper are demonstrated by analyzing the aerodynamic response of two prototype bridges, the Luling Bridge with a streamlined section, and ...
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    Flutter and Buffeting Analysis. I: Finite-Element and RPE Solution 

    Source: Journal of Bridge Engineering:;1999:;Volume ( 004 ):;issue: 003
    Author(s): Chun S. Cai; Pedro Albrecht; Harold R. Bosch
    Publisher: American Society of Civil Engineers
    Abstract: A finite-element formulation is developed for analyzing flutter instability and buffeting response of long-span bridges and their interaction. The flutter derivatives, instead of the indicial functions used by previous ...
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    Performance Investigation of Concrete Manhole Inlets 

    Source: Practice Periodical on Structural Design and Construction:;2001:;Volume ( 006 ):;issue: 004
    Author(s): Chun S. Cai; Adnan El-Saad; Mohsen Shahawy
    Publisher: American Society of Civil Engineers
    Abstract: In the process of manufacturing manhole inlets, strengthening rebars are placed at each side around the holes that are precast through formwork. Manufacturers have found it more economical by first casting the inlets and ...
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