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    Performance of Viaduct Girders Under Static and Dynamic Loads 

    Source: Journal of Performance of Constructed Facilities:;1992:;Volume ( 006 ):;issue: 002
    Author(s): Tso‐Chien Pan; Hee Kiat Cheong
    Publisher: American Society of Civil Engineers
    Abstract: Full‐scale static and dynamic load tests are conducted for two precast, posttensioned reinforced concrete viaduct girders 22.3 m long. The first girder deflects 19.3 mm at midspan when subjected to a 3,240 kN static load, ...
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    Dynamic Buckling of Simply Supported Columns under Axial Slamming 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 005
    Author(s): Shijie Cui; Hee Kiat Cheong; Hong Hao
    Publisher: American Society of Civil Engineers
    Abstract: Dynamic buckling properties of simply supported columns under axial fluid-solid slamming are experimentally investigated in this study. By observing the elastic-plastic responses of columns, the dynamic buckling criterion ...
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    Municipal Solid Waste Fly Ash as a Blended Cement Material 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 006
    Author(s): Chia-Chia Goh; Kuan-Yeow Show; Hee-Kiat Cheong
    Publisher: American Society of Civil Engineers
    Abstract: Laboratory tests were carried out to characterize the properties of municipal fly ash (MFA) samples collected from an incineration plant in Singapore over a period of 12 months. The laboratory test results show that the ...
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    Brittle Failure and Bond Development Length of CFRP-Concrete Beams 

    Source: Journal of Composites for Construction:;2001:;Volume ( 005 ):;issue: 001
    Author(s): Dai Minh Nguyen; Toong Khuan Chan; Hee Kiat Cheong
    Publisher: American Society of Civil Engineers
    Abstract: The performance of a series of 1.5 m-long reinforced concrete beams with CFRP plates bonded to the soffit is presented. Effects of the plate length, the reinforcing steel ratio, and the thickness of the concrete cover on ...
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    Field Load Test on Full‐Scale Reinforced Concrete Frame 

    Source: Journal of Performance of Constructed Facilities:;1992:;Volume ( 006 ):;issue: 003
    Author(s): Tso‐Chien Pan; Siu Tee Wong; Hee Kiat Cheong; Kok Wai Phang
    Publisher: American Society of Civil Engineers
    Abstract: An ultimate load test is conducted on two main beams of a 28‐year‐old building. The interaction effects of floor slabs with the adjacent structural members are investigated using the finite element method. The test arrangement ...
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