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    Field Assessment of Unreinforced Masonry Walls Strengthened with Fiber Reinforced Polymer Laminates 

    Source: Journal of Structural Engineering:;2003:;Volume ( 129 ):;issue: 008
    Author(s): J. Gustavo Tumialan; Nestore Galati; Antonio Nanni
    Publisher: American Society of Civil Engineers
    Abstract: Unreinforced masonry (URM) walls strengthened with composites were tested to failure at a decommissioned building in St. Louis, Missouri. The walls were subjected to out-of-plane loading. Previous work on URM as well as ...
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    Review of Design Guidelines for FRP Confinement of Reinforced Concrete Columns of Noncircular Cross Sections 

    Source: Journal of Composites for Construction:;2008:;Volume ( 012 ):;issue: 001
    Author(s): Silvia Rocca; Nestore Galati; Antonio Nanni
    Publisher: American Society of Civil Engineers
    Abstract: Current international design guidelines provide predictive design equations for the strengthening of reinforced concrete (RC) columns of both circular and prismatic cross sections by means of fiber-reinforced polymer (FRP) ...
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    Distributed Strain Measurement in Steel Bridge with Fiber Optic Sensors: Validation through Diagnostic Load Test 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 004
    Author(s): Fabio Matta; Filippo Bastianini; Nestore Galati; Paolo Casadei; Antonio Nanni
    Publisher: American Society of Civil Engineers
    Abstract: Fiber optic sensing technologies are emerging as valid alternatives for the health monitoring of civil structures. Distributed sensors based on Brillouin scattering add the unique capability of measuring strain and temperature ...
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    In-Situ Evaluation of Two Concrete Slab Systems. I: Load Determination and Loading Procedure 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 004
    Author(s): Nestore Galati; Antonio Nanni; J. Gustavo Tumialan; Paul H. Ziehl
    Publisher: American Society of Civil Engineers
    Abstract: The primary objective of in-situ load testing is to assess the safety and serviceability of an existing structural system with respect to a particular load effect. At this time, the most appropriate loading level and ...
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    In-Situ Evaluation of Two Concrete Slab Systems. II: Evaluation Criteria and Outcomes 

    Source: Journal of Performance of Constructed Facilities:;2008:;Volume ( 022 ):;issue: 004
    Author(s): Paul H. Ziehl; Nestore Galati; Antonio Nanni; J. Gustavo Tumialan
    Publisher: American Society of Civil Engineers
    Abstract: The primary objective of in-situ load testing is to evaluate the safety and serviceability of an existing structural system with respect to a particular load condition and effect. In light of technological advances in ...
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    Evaluation of the Lateral Load-Resisting System of a Stadium Structure 

    Source: Journal of Performance of Constructed Facilities:;2012:;Volume ( 026 ):;issue: 004
    Author(s): J. Gustavo Tumialan; Stan W. Zagajeski; Nestore Galati; Matthew R. Sherman
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes an evaluation of the lateral load-resisting system of an existing monolithic, cast-in-place, reinforced concrete (RC) stadium structure completed in the early 1930s. A major renovation/expansion of the ...
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