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    Live Load for Office Buildings: Effect of Occupancy and Code Comparison 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 011
    Author(s): Edmund C. C. Choi
    Publisher: American Society of Civil Engineers
    Abstract: The present paper presents results of a live‐load survey in office buildings. A live‐load model for the calculation of lifetime maximum total load is calibrated by using the Sydney survey data. Loading characteristics for ...
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    Extraordinary Live Load in Office Buildings 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 011
    Author(s): Edmund C.C. Choi
    Publisher: American Society of Civil Engineers
    Abstract: Loads due to extraordinary events are investigated using data from the Sydney live‐load survey. A total of 1,989 extraordinary events of normal crowding, emergency crowding, and furniture stacking are studied. Parameters ...
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    Punch‐Through Instability of Jack‐Up on Seabed 

    Source: Journal of Geotechnical Engineering:;1985:;Volume ( 111 ):;issue: 004
    Author(s): Edmund C. Hambly
    Publisher: American Society of Civil Engineers
    Abstract: A punch-through failure of a jack-up platform can occur as a result of an overall instability of the structure on the seabed even when the seabed has bearing capacity increasing with depth. The instability is analogous to ...
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    Closure to “<i>Punch‐Through Instability of Jack‐Up on Seabed</i>” by Edmund C. Hambly (April, 1985, Vol. 111, No. 4) 

    Source: Journal of Geotechnical Engineering:;1987:;Volume ( 113 ):;issue: 004
    Author(s): Edmund C. Hambly
    Publisher: American Society of Civil Engineers
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    Overturning Instability 

    Source: Journal of Geotechnical Engineering:;1990:;Volume ( 116 ):;issue: 004
    Author(s): Edmund C. Hambly
    Publisher: American Society of Civil Engineers
    Abstract: This paper shows how the safety factor against a flexible structure overturning on compressible ground depends not only on the weights and lever arms involved but also on the height of the weights above the ground. A rigid ...
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    Seepage Around Horizontal Drains in Hill Slopes 

    Source: Journal of Hydraulic Engineering:;1983:;Volume ( 109 ):;issue: 010
    Author(s): Edmund C. C. Choi
    Publisher: American Society of Civil Engineers
    Abstract: An empirical equation is derived for horizontal drains. The equation is based on results of finite element analysis and verified by a set of laboratory experiments. The empirical equation provides a simple and quick way ...
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    Variation of Wind-Driven Rain Intensity with Building Orientation 

    Source: Journal of Architectural Engineering:;2000:;Volume ( 006 ):;issue: 004
    Author(s): Edmund C. C. Choi
    Publisher: American Society of Civil Engineers
    Abstract: One of the primary functions of the external envelope of a building is to protect its inside from wind and rain and to give a desirable environment to its occupants. It is important that building envelopes should be ...
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    Moisture Reduction Factors for Shear Strength of Unsaturated Reinforced Embankments 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006
    Author(s): Kianoosh Hatami; Danial Esmaili; Edmund C. Chan; Gerald A. Miller
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the construction and testing of six 1-m-high model embankments constructed at three different gravimetric water content (GWC) values to study their performance and to validate a set of moisture reduction ...
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    Moisture Reduction Factors for Shear Strength of Unsaturated Reinforced Embankments 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006
    Author(s): Kianoosh; Hatami; Danial; Esmaili; Edmund C.; Chan; Gerald A.; Miller
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the construction and testing of six 1-m-high model embankments constructed at three different gravimetric water content (GWC) values to study their performance and to validate a set of moisture reduction ...
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    Comparative Aspects of Computerized Floodplain Data Management 

    Source: Journal of Water Resources Planning and Management:;1987:;Volume ( 113 ):;issue: 006
    Author(s): Edmund C. Penning‐Rowsell; John B. Chatterton; Harold J. Day; David T. Ford; Mark A. Greenaway; David I. Smith; T. Richard Wood; Roger C. Witts
    Publisher: American Society of Civil Engineers
    Abstract: The evolving floodplain management policies in Australia, the United Kingdom, and the United States are reviewed and compared. In each country, computerized floodplain information processing and retrieval systems have been ...
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    DSpace software copyright © 2002-2015  DuraSpace
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