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    Modal Analysis for Damage Detection in Structures 

    Source: Journal of Structural Engineering:;1991:;Volume ( 117 ):;issue: 010
    Author(s): George Hearn; Rene B. Testa
    Publisher: American Society of Civil Engineers
    Abstract: Nondestructive inspection of structures by modal analysis of vibration response is reported. The dependence of natural frequencies and modal damping coefficients on deterioration in structures is examined. The magnitude ...
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    Closure Effects on Fatigue Crack Detection 

    Source: Journal of Engineering Mechanics:;1999:;Volume ( 125 ):;issue: 010
    Author(s): Wuzhen Zhang; Rene B. Testa
    Publisher: American Society of Civil Engineers
    Abstract: An experimental study of crack closure and its effects on the vibration of a simple beam shows that both frequency and damping changes due to the crack are influenced significantly, to the point of being obscured in some ...
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    Closure to “<i>Modal Analysis for Damage Detection in Structures</i>” by George Hearn and Rene B. Testa (October, 1991, Vol. 117, No. 10) 

    Source: Journal of Structural Engineering:;1993:;Volume ( 119 ):;issue: 002
    Author(s): George Hearn; Rene B. Testa
    Publisher: American Society of Civil Engineers
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    New York Times Building: Role of Selected Features 

    Source: Journal of Architectural Engineering:;2014:;Volume ( 020 ):;issue: 001
    Author(s): Ernesto; Grande; Maura; Imbimbo; Rene B.; Testa
    Publisher: American Society of Civil Engineers
    Abstract: With a height of 52 stories and a steel structure visible from the exterior, the New York Times Building is the third-tallest building in the city of New York. Located on 8th Avenue between 40th and 41st Streets, it was ...
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    Stress‐Strain Relation for Coated Fabrics 

    Source: Journal of Engineering Mechanics:;1987:;Volume ( 113 ):;issue: 011
    Author(s): Rene B. Testa; Lop Man Yu
    Publisher: American Society of Civil Engineers
    Abstract: A constitutive relation is formulated for coated fabrics that exhibit both elastic and inelastic, but time‐independent, responses. The nonlinear orthotropic response is represented by an elastic portion related to yarn ...
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    Mechanics of an Adhesive Anchor System Subjected to a Pullout Load. II: Viscoelastic Analysis 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author(s): Pablo A. Prieto-Muñoz; Huiming M. Yin; Rene B. Testa
    Publisher: American Society of Civil Engineers
    Abstract: An analytical viscoelastic model is proposed to predict the time-dependent displacement of adhesive anchoring systems under axial tension. Using the correspondence principle, the elastic solution in Paper I has been extended ...
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    Mechanics of an Adhesive Anchor System Subjected to a Pullout Load. I: Elastic Analysis 

    Source: Journal of Structural Engineering:;2014:;Volume ( 140 ):;issue: 002
    Author(s): Pablo A. Prieto-Muñoz; Huiming M. Yin; Rene B. Testa
    Publisher: American Society of Civil Engineers
    Abstract: An elastic solution is developed for an anchor embedded in a concrete hole and bonded to the concrete through an adhesive layer that is not necessarily thin. Both bonded and debonded conditions are considered for the ...
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    Estimating the Thermal Conductivity of Thin Films: A Novel Approach Using the Transient Plane Source Method 

    Source: ASME Journal of Heat and Mass Transfer:;2023:;volume( 146 ):;issue: 003:;page 31004-1
    Author(s): Landry, David; Flores, Renzo; Goodman, Renée B.
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: The conventional transient plane source (TPS) method for thin films is used for films and adhesives with thicknesses between 50 and 200 μm. Measurements with the conventional TPS method are usually inaccurate due to thermal ...
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