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    Optimization of Built‐Up Nonuniform Steel I‐Beams 

    Source: Journal of Structural Engineering:;1986:;Volume ( 112 ):;issue: 008
    Author(s): Abul K. Azad; Saeid A. Al‐Ghamdi
    Publisher: American Society of Civil Engineers
    Abstract: An iterative search technique has been followed to find the minimum weigh plastic design of nonuniform, builtup steel I-beams or girders continuous over two or three symmetrical spans. The unstiffened web has a parabolic ...
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    Discussion of “<i>RC Bridge Decks under Pulsating and Moving Loads</i>” by Phillip C. Perdikaris and Sergio Beim (March, 1988, Vol. 114, No. 3) 

    Source: Journal of Structural Engineering:;1990:;Volume ( 116 ):;issue: 002
    Author(s): Abul K. Azad; Mohammed H. Baluch
    Publisher: American Society of Civil Engineers
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    Flexure of Statically Indeterminate Cracked Beams 

    Source: Journal of Engineering Mechanics:;1985:;Volume ( 111 ):;issue: 012
    Author(s): Mohammed H. Baluch; Abul K. Azad
    Publisher: American Society of Civil Engineers
    Abstract: The influence of nonpropagating cracks on redistribution of internal forces in the flexure of statically indeterminate beams is studied by modeling crack as a rotational spring of known compliance, where the compliance is ...
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    Nonconservative Buckling of Precompressed Columns 

    Source: Journal of Engineering Mechanics:;1983:;Volume ( 109 ):;issue: 002
    Author(s): Abul K. Azad; Mohammed H. Baluch
    Publisher: American Society of Civil Engineers
    Abstract: The influence of precompression on the stability of a cantilever column under the action of a subtangential force is investigated. Included also in the results is a limit on the position of the applied subtangential force ...
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    Technical Theory of Beams with Normal Strain 

    Source: Journal of Engineering Mechanics:;1984:;Volume ( 110 ):;issue: 008
    Author(s): Mohammed H. Baluch; Abul K. Azad; Mohamed A. Khidir
    Publisher: American Society of Civil Engineers
    Abstract: A new sixth order technical theory for the bending of beams is presented, which includes the influence of transverse normal strain. Appropriate boundary conditions are delineated. Application to the bending of a simple ...
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    Use of CFRP to Maintain Composite Action for Continuous Steel–Concrete Composite Girders 

    Source: Journal of Composites for Construction:;2016:;Volume ( 020 ):;issue: 004
    Author(s): Alfarabi M. Sharif; Mohammad A. Samaaneh; Abul K. Azad; Mohammed H. Baluch
    Publisher: American Society of Civil Engineers
    Abstract: The loss of composite action at the negative moment region for a continuous composite girder reduces the girder’s strength and stiffness. This paper presents an experimental investigation into the use of carbon fiber–reinforced ...
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