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    Nondestructive Techniques to Investigate Corrosion Status in Concrete Structures 

    Source: Journal of Performance of Constructed Facilities:;1999:;Volume ( 013 ):;issue: 003
    Author(s): Nicholas J. Carino
    Publisher: American Society of Civil Engineers
    Abstract: A critical step in selecting the most appropriate repair strategy for a distressed concrete structure is to determine the corrosion status of reinforcing bars. Because of the complexity of the corrosion process, it is ...
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    Review of Mechanical Properties of HSC at Elevated Temperature 

    Source: Journal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 001
    Author(s): Long T. Phan; Nicholas J. Carino
    Publisher: American Society of Civil Engineers
    Abstract: A compilation of experimental results on the mechanical properties of concrete when exposed to rapid heating as in a fire are presented. Emphasis is placed on concretes with high original compressive strengths, that is, ...
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    Tensile and Nondestructive Testing of FRP Bars 

    Source: Journal of Composites for Construction:;1998:;Volume ( 002 ):;issue: 001
    Author(s): Protasio F. Castro; Nicholas J. Carino
    Publisher: American Society of Civil Engineers
    Abstract: An exploratory study was carried out to support the development of standard test methods for fiber reinforced plastic (FRP) bars for use as concrete reinforcement. The principal objectives were to develop a simple, economical, ...
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    Process of In-Place Evaluation of Concrete Strength 

    Source: Journal of Materials in Civil Engineering:;1998:;Volume ( 010 ):;issue: 004
    Author(s): Luh Maan Chang; Nicholas J. Carino; Cheng-Bin Wang
    Publisher: American Society of Civil Engineers
    Abstract: In-place test methods are available that can be used as alternatives to testing field-cured specimens to evaluate concrete strength in a structure. However, in-place test results do not represent the compressive strength ...
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    Preliminary Thermography Studies for Quality Control of Concrete Structures Strengthened with Fiber-Reinforced Polymer Composites 

    Source: Journal of Materials in Civil Engineering:;2003:;Volume ( 015 ):;issue: 003
    Author(s): Monica A. Starnes; Nicholas J. Carino; Eduardo A. Kausel
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced polymer (FRP) composites, in the form of pultruded laminates or built-up woven fabrics, are being used widely to strengthen existing concrete and masonry structures. The success of these materials in ...
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    Investigation of East Chicago Ramp Collapse 

    Source: Journal of Construction Engineering and Management:;1984:;Volume ( 110 ):;issue: 001
    Author(s): Nicholas J. Carino; H. S. Lew; William C. Stone
    Publisher: American Society of Civil Engineers
    Abstract: A summary is presented of the investigation performed by the National Bureau of Standards (NBS), at the request of the Occupational Safety and Health Administration, to determine the most likely cause of the collapse of a ...
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    Assessment: U.S. Office Building in Moscow 

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001
    Author(s): Richard N. Wright; Nicholas J. Carino; James G. Gross; Mary Sansalone
    Publisher: American Society of Civil Engineers
    Abstract: On October 30, 1986, the United States Congress directed the National Bureau of Standards (NBS) to conduct an independent analysis of the new United States Embassy Office Building being constructed in Moscow. The analysis ...
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    Structure: U.S. Office Building in Moscow 

    Source: Journal of Performance of Constructed Facilities:;1989:;Volume ( 003 ):;issue: 001
    Author(s): Nicholas J. Carino; William C. Stone; Mary Sansalone; Felix Y. Yokel; Erik M. Hendrickson; Emil Simiu; James G. Gross; Richard N. Wright
    Publisher: American Society of Civil Engineers
    Abstract: The National Bureau of Standards conducted a structural assessment of the new U.S. Office Building being constructed in Moscow. This paper reviews the portion of the assessment dealing with the vertical and lateral load ...
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