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    Influence of Longitudinal Reinforcement on One-Way Shear in Slabs and Wide Beams 

    Source: Journal of Structural Engineering:;2009:;Volume ( 135 ):;issue: 001
    Author(s): Adam S. Lubell; Evan C. Bentz; Michael P. Collins
    Publisher: American Society of Civil Engineers
    Abstract: Sectional shear models for slender reinforced concrete members developed by several research groups differ in the treatment of longitudinal reinforcement details when evaluating one-way shear capacity. Some models relate ...
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    Unstiffened Steel Plate Shear Wall Performance under Cyclic Loading 

    Source: Journal of Structural Engineering:;2000:;Volume ( 126 ):;issue: 004
    Author(s): Adam S. Lubell; Helmut G. L. Prion; Carlos E. Ventura; Mahmoud Rezai
    Publisher: American Society of Civil Engineers
    Abstract: In the last few decades, steel plate shear walls have been introduced as primary lateral load resisting elements in several buildings around the world. This paper presents research from a study on the performance of ...
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    Unstiffened Steel Plate Shear Wall Performance under Cyclic Loading 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 008
    Author(s): C. James Montgomery; Manoj Medhekar; Adam S. Lubell; Helmut G. L. Prion; Carlos E. Ventura; Mahmoud Rezai
    Publisher: American Society of Civil Engineers
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