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    Lateral Resistance of Wood Shear Walls with Large Sheathing Panels 

    Source: Journal of Structural Engineering:;1997:;Volume ( 123 ):;issue: 012
    Author(s): Frank Lam; Helmut G. L. Prion; Ming He
    Publisher: American Society of Civil Engineers
    Abstract: This paper summarizes results from the first phase of a study to evaluate the lateral resistance of wood based shear walls without openings, built with regular and nonstandard large dimension oriented strand board panels ...
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    Cyclic Performance of Perforated Wood Shear Walls with Oversize OSB Panels 

    Source: Journal of Structural Engineering:;1999:;Volume ( 125 ):;issue: 001
    Author(s): Ming He; Henrik Magnusson; Frank Lam; Helmut G. L. Prion
    Publisher: American Society of Civil Engineers
    Abstract: This paper reports the test results from a study investigating the influence of openings on the lateral resistance of wood-based shear walls built with both standard and oversize oriented strand board panels under monotonic ...
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    Seismic Resistance of Wood Shear Walls with Large OSB Panels 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 012
    Author(s): Jennifer Durham; Frank Lam; Helmut G. L. Prion
    Publisher: American Society of Civil Engineers
    Abstract: Results are presented from studies on the seismic resistance of wood shear walls sheathed with large (2.4 × 2.4 m) and standard (1.2 × 2.4 m) size oriented strand board (OSB) panels. Comparisons were made among twelve 2.4 ...
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    Strength Capacities and Behavior of New Composite Timber-Steel Connector 

    Source: Journal of Structural Engineering:;2001:;Volume ( 127 ):;issue: 008
    Author(s): Alexander Schreyer; Frank Lam; Helmut G. L. Prion; Leander A. Bathon
    Publisher: American Society of Civil Engineers
    Abstract: This paper examines the strength properties of a new timber connector that consists of a sectioned steel tube embedded into the end grain of heavy-timber structural members using a vinyl-ester based mortar. The steel cap ...
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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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