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    Behavior of Reinforced Concrete Elements under Cyclic Shear. I: Experiments 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Mohamad Mansour; Thomas T. C. Hsu
    Publisher: American Society of Civil Engineers
    Abstract: In order to design reinforced concrete (RC) structures in earthquake regions, it is necessary to understand the behavior of RC panel elements subjected to reversed cyclic loading. This paper reports the testing of 12 ...
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    Behavior of Reinforced Concrete Elements under Cyclic Shear. II: Theoretical Model 

    Source: Journal of Structural Engineering:;2005:;Volume ( 131 ):;issue: 001
    Author(s): Mohamad Mansour; Thomas T. C. Hsu
    Publisher: American Society of Civil Engineers
    Abstract: In order to design reinforced concrete (RC) structures in earthquake regions, a cyclic softened membrane model (CSMM) is presented to predict the load–deformation behavior of RC membrane elements subjected to reversed ...
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    Cyclic Stress-Strain Curves of Concrete and Steel Bars in Membrane Elements 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 012
    Author(s): Mohamad Mansour; Jung-Yoon Lee; Thomas T. C. Hsu
    Publisher: American Society of Civil Engineers
    Abstract: The shear behavior of reinforced concrete membrane elements (panels) can be predicted by rational models that satisfy the three principles of mechanics of materials: stress equilibrium, strain compatibility, and constitutive ...
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