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    Flexural Strength of RC Beams with GFRP Laminates 

    Source: Journal of Composites for Construction:;2007:;Volume ( 011 ):;issue: 005
    Author(s): Sing-Ping Chiew; Qin Sun; Yi Yu
    Publisher: American Society of Civil Engineers
    Abstract: The results of an experimental and numerical study of the flexural behavior of reinforced concrete beams strengthened with glass-fiber-reinforced-polymer (GFRP) laminates are presented in this paper. In the experimental ...
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    Strength of Thin‐Walled Square Steel Box Columns 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Nandivaram E. Shanmugam; Sing‐Ping Chiew; Seng‐Lip Lee
    Publisher: American Society of Civil Engineers
    Abstract: The present study is concerned with the strength of thin‐walled steel box columns of square cross section that are pinned and subjected to axial load and equal moment at the ends. The local buckling in the component plates ...
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    Experimental Study of Thin‐Walled Steel Box Columns 

    Source: Journal of Structural Engineering:;1987:;Volume ( 113 ):;issue: 010
    Author(s): Sing‐Ping Chiew; Seng‐Lip Lee; Nandivaram E. Shanmugam
    Publisher: American Society of Civil Engineers
    Abstract: An experimental investigation of the ultimate load behavior of thin‐walled box columns is reported. Small‐scale steel box column models are subjected to concentric or eccentric compressive loading and the failure brought ...
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    Thin‐Walled Box Columns under Arbitrary End Loads 

    Source: Journal of Structural Engineering:;1988:;Volume ( 114 ):;issue: 006
    Author(s): Seng‐Lip Lee; Nandivaram E. Shanmugam; Sing‐Ping Chiew
    Publisher: American Society of Civil Engineers
    Abstract: The purpose of this study is to investigate the ultimate strength of thin‐walled welded‐steel box columns subjected to a combination of axial load, bending moment, and shear force at the ends. The moment‐curvature‐thrust ...
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    Moment Resistance of Steel I-Beam to CFT Column Connections 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 010
    Author(s): Sing-Ping Chiew; Seng-Tjhen Lie; Chao-Wei Dai
    Publisher: American Society of Civil Engineers
    Abstract: This paper focused on investigating the moment resistance of steel I-beam to concrete-filled tube (CFT) column uniplanar connections under monotonic static loading. The composite connection can be stiffened or unstiffened. ...
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    Experimental and Numerical Stress Analyses of Tubular XT-Joint 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 011
    Author(s): Sing-Ping Chiew; Chee-Kiong Soh; Nai-Wen Wu
    Publisher: American Society of Civil Engineers
    Abstract: A typical large-scale, steel, multiplanar tubular XT-joint specimen was tested, with its in-plane and out-of-plane braces subjected to a total of 11 different load cases comprising the basic axial loading as well as axial ...
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    Experimental and Numerical SCF Studies of Multiplanar Tubular XX-Joint 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 011
    Author(s): Sing-Ping Chiew; Chee-Kiong Soh; Nai-Wen Wu
    Publisher: American Society of Civil Engineers
    Abstract: A typical large-scale steel multiplanar tubular XX-joint specimen was tested with its in-plane and out-of-plane braces subjected to a total of 12 different load cases including the basic axial loads and axial load combined ...
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    Static Strength of Cracked Square Hollow Section T Joints under Axial Loads. I: Experimental 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Seng-Tjhen Lie; Sing-Ping Chiew; Chi-King Lee; Zheng-Mao Yang
    Publisher: American Society of Civil Engineers
    Abstract: A series of static strength tests were performed on full-scale precracked square-to-square hollow section welded T joints. These joints were subjected under brace end axial load until failure using a special purpose designed ...
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    Static Strength of Cracked Square Hollow Section T Joints under Axial Loads. II: Numerical 

    Source: Journal of Structural Engineering:;2006:;Volume ( 132 ):;issue: 003
    Author(s): Seng-Tjhen Lie; Chi-King Lee; Sing-Ping Chiew; Zheng-Mao Yang
    Publisher: American Society of Civil Engineers
    Abstract: For assessing the integrity of damaged hollow section joints, the plastic collapse loads of the joints containing cracks is an important parameter. Very little published information is available in the literature concerning ...
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    Fatigue Performance of Cracked Tubular T Joints under Combined Loads. I: Experimental 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 004
    Author(s): Sing-Ping Chiew; Seng-Tjhen Lie; Chi-King Lee; Zhi-Wei Huang
    Publisher: American Society of Civil Engineers
    Abstract: Experimental fatigue tests were carried out on three tubular T joints having the same geometrical parameters subjected to in-plane bending (IPB) only, combination of IPB and out-of-plane bending (OPB), and a combination ...
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