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    Interactive Design Optimization of Framed Structures 

    Source: Journal of Computing in Civil Engineering:;1989:;Volume ( 003 ):;issue: 001
    Author(s): S. S. Al‐Saadoun; J. S. Arora
    Publisher: American Society of Civil Engineers
    Abstract: A practical formulation for optimum design of framed structures under multiple loading and constraint conditions is described in this paper. The AISC (American Institute of Steel Construction) code limits on element stresses, ...
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    Rebar Corrosion and Sulfate Resistance of Blast‐Furnace Slag Cement 

    Source: Journal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 002
    Author(s): A. S. Al‐Gahtani; Rasheeduzzafar; S. S. Al‐Saadoun
    Publisher: American Society of Civil Engineers
    Abstract: This study was designed to evaluate the relative corrosion and sulfate resistance of concrete made with portland cements containing 2%–14%
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    Corrosion Cracking in Relation to Bar Diameter, Cover, and Concrete Quality 

    Source: Journal of Materials in Civil Engineering:;1992:;Volume ( 004 ):;issue: 004
    Author(s): Rasheeduzzafar; S. S. Al‐Saadoun; A. S. Al‐Gahtani
    Publisher: American Society of Civil Engineers
    Abstract: Concrete cover, concrete quality, and bar size have a significant effect on corrosion initiation and corrosion cracking. This paper attempts to quantify the effect of these three parameters in providing corrosion protection ...
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    Corrosion of Reinforcing Steel in Fly Ash Blended Cement Concrete 

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 003
    Author(s): S. S. Al‐Saadoun; Rasheeduzzafar; A. S. Al‐Gahtani
    Publisher: American Society of Civil Engineers
    Abstract: Using a technique for accelerated corrosion monitoring, corrosion‐resisting characteristics of reinforcement of four plain and 36 fly ash blended cement concretes have been evaluated. Three fly ashes of bituminous, ...
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