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    Discussion of “<i>Inelastic Behavior of Concrete Masonry Shear Walls</i>” by P. B. Shing, J. L. Noland, E. Klamerus, and H. Spaeh (September, 1989, Vol. 115, No. 9) 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 009
    Author(s): Haluk Sucuoğlu
    Publisher: American Society of Civil Engineers
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    Seismic Shear Capacity of Reinforced Masonry Piers 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 007
    Author(s): Haluk Sucuoglu; Hugh D. McNiven
    Publisher: American Society of Civil Engineers
    Abstract: Masonry buildings have been, and remain, a popular form for economically enclosing space. Whereas such buildings are safe under gravity loads, most are vulnerable to horizontal loads due to earthquakes. Observations following ...
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    Resistance Mechanisms in RC Building Frames Subjected to Column Failure 

    Source: Journal of Structural Engineering:;1994:;Volume ( 120 ):;issue: 003
    Author(s): Haluk Sucuogˇlu; Ergin Çitipitiogˇlu; Sinan Altin
    Publisher: American Society of Civil Engineers
    Abstract: There is a damage potential for the columns of building frames due to either unexpected causes such as vehicle impact, boiler explosion, or terrorist attack, or due to design or construction deficiencies aggravated by an ...
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    Performance-Based Seismic Rehabilitation of Damaged Reinforced Concrete Buildings 

    Source: Journal of Structural Engineering:;2004:;Volume ( 130 ):;issue: 010
    Author(s): Haluk Sucuoğlu; Türel Gür; M. Selim Günay
    Publisher: American Society of Civil Engineers
    Abstract: A building stock consisting of 130 medium-rise reinforced concrete buildings were damaged moderately during the recent earthquakes in Turkey. These buildings were rehabilitated by using simple, cost-effective methods where ...
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