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    Evaluation of Lateral Interpretation Criteria for Drilled Shaft Capacity 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2010:;Volume ( 136 ):;issue: 008
    Author(s): Yit-Jin Chen; Yun-Hsuan Lee
    Publisher: American Society of Civil Engineers
    Abstract: Representative interpretation criteria are examined to evaluate the capacity of nonrigid drilled shaft foundations under lateral loading. A wide variety of lateral load test data are used for analysis, and these data are ...
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    Critical Evaluation of Compression Interpretation Criteria for Drilled Shafts 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2009:;Volume ( 135 ):;issue: 008
    Author(s): Yit-Jin Chen; Yi-Chung Fang
    Publisher: American Society of Civil Engineers
    Abstract: This paper is a critical evaluation of the interpretation criteria of drilled shafts under axial compression loading. A wide variety of load test data are used for analysis, and these data are divided into drained and ...
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    Closure to “Undrained Strength Interrelationships Among CIUC, UU, and UC Tests” by Yit‐Jin Chen and Fred H. Kulhawy 

    Source: Journal of Geotechnical Engineering:;1995:;Volume ( 121 ):;issue: 001
    Author(s): Yit‐Jin Chen; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
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    Undrained Strength Interrelationships among CIUC, UU, and UC Tests 

    Source: Journal of Geotechnical Engineering:;1993:;Volume ( 119 ):;issue: 011
    Author(s): Yit‐Jin Chen; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
    Abstract: Consolidated‐isotropically undrained, triaxial compression (CIUC), unconsolidated‐undrained, triaxial compression (UU), and unconfined compression (UC) test results were used to develop interrelationships for the undrained ...
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    Experimental Study of Jumbo Size Reduced Beam Section Connections Using High-Strength Steel 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Sheng-Jin Chen; Chin-Te Tu
    Publisher: American Society of Civil Engineers
    Abstract: There is an increasing demand for jumbo sections and high-strength steel in the construction of modern high-rise buildings. However, there is a lack of knowledge of the behavior of this type of construction, especially ...
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    Moment Amplification Factor for P-δ Effect of Steel Beam-Column 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 002
    Author(s): Sheng-Jin Chen; Wu-Chyuan Wang
    Publisher: American Society of Civil Engineers
    Abstract: The American Institute of Steel Construction load and resistance factor design (AISC-LRFD) Specification states that second-order effects should be considered in the design of frames; however, most designers are experienced ...
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    Evaluation of Uplift Interpretation Criteria for Drilled Shaft Capacity 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2008:;Volume ( 134 ):;issue: 010
    Author(s): Yit-Jin Chen; Hsin-Wen Chang; Fred H. Kulhawy
    Publisher: American Society of Civil Engineers
    Abstract: Representative interpretation criteria are examined to evaluate the capacity of drilled shaft foundations under axial uplift loading. A wide variety of uplift load test data are used, and these data are divided into drained ...
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    Residual Stress Measurement in 304 Stainless Steel Weld Overlay Pipes 

    Source: Journal of Engineering Materials and Technology:;1996:;volume( 118 ):;issue: 001:;page 135
    Author(s): Hung-Ju Yen; Mark Ching-Cheng Lin; Lih-Jin Chen
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Welding overlay repair (WOR) is commonly employed to rebuild piping systems suffering from intergranular stress corrosion cracking (IGSCC). To understand the effects of this repair, it is necessary ...
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    Enhancement of Ductility of Existing Seismic Steel Moment Connections 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 005
    Author(s): Sheng-Jin Chen; Y. C. Tsao; Y. C. Chao
    Publisher: American Society of Civil Engineers
    Abstract: The fracture of beam-to-column connections of steel buildings in the Northridge and Kobe earthquakes generated concerns about the reliability of current design and construction technology for steel connections. The same ...
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    Innovative Central Opening Strut System for Foundation Excavation 

    Source: Journal of Construction Engineering and Management:;2006:;Volume ( 132 ):;issue: 001
    Author(s): Min-Lung Yang; Sheng-Jin Chen; Shun-Tyan Chen
    Publisher: American Society of Civil Engineers
    Abstract: A central opening strut system is used to support a diaphragm wall for foundation excavation. This system contains at least one regular polygon module and a number of straight strut members. These strut members connect the ...
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