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802 results on '"Bartlett F"'

410. Book Reviews

Author

Adam, Leonard, primary, Layard, John, additional, Gaster, M., additional, Earthy, E. D., additional, Grinsell, L. V., additional, Stanner, W. E. H., additional, Banks, Mary Macleod, additional, Bartlett, F. C., additional, Richards, F. J., additional, and Rose, H. J., additional

Published
1937
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433. Strength Compliance Evaluation with More than Three Core Specimens.

Author

Bartlett, F. Michael and Lawler, John S.

Subjects
CONCRETE construction, CONCRETE products, CONSTRUCTION materials, REINFORCED concrete, CONFORMITY
Abstract

The article discusses the significant factors to consider for strength compliance evaluation. It mentions that concrete in an area presented by core tests shall be regarded structurally sufficient if the average of three cores is equal to at least 85% and if no single core is less than 75%. Moreover, it notes that core test with an average of 85% of the recommended strength are realistic.

Published
2011

434. Core Testing Requirements for Seismic Evaluation of Existing Structures.

Author

Sezen, Halil, Hookham, Chuck, Elwood, Kenneth J., Bartlett, F. Michael, and Moore, Mark A.

Subjects
CONCRETE sampling, CONCRETE analysis, STRUCTURAL engineering, ENGINEERING management, SEISMOLOGY
Abstract

The article focuses on core testing evaluation guidelines and requirements for seismic concrete structure. It says that the American Society of Civil Engineers (ASCE)/Structural Engineering Institute (SEI) 41 demands both lower-bound and expected values for concrete strength. Meanwhile, it states that the American Concrete Institute (ACI) 214.4R-10 urges the procedures in American Society for Testing and Materials (ASTM) C823 and ASTM E122 for knowing the core sampling program.

Published
2011

438. 166

Author

Bartlett, F. C.

Published
1965

439. 96

Author

Bartlett, F. C.

Published
1962

440. 42

Author

Bartlett, F. C.

Published
1959

442. SOME OBSERVATIONS ON RECENT PSYCHOLOGICAL EXPERIMENTS ON VISUAL AND TACTILE JUDGMENTS OF WOOL FIBRES.

Author

Bartlett, F. C.

Abstract

The article comments on the published work of Henry Binns regarding the Judgment of Wool Textiles, based from the opinion of the author. According to the author, the work of Binns is different in general, since it raises a set of questions, which is thought to be of vital interest apart altogether from any question of replacing one technical method by another. The author stresses that the materials and methods of the investigation made by Binns could be made a good starting point for such an inquiry, and the evidence he presents seems to show that visual judgment is the more technical and trained.

Published
1937

446. Updating Standard Shape Material Properties Database for Design and Reliability.

Author

Bartlett, F. Michael, Dexter, Robert J., Graeser, Mark D., Jelinek, Jason J., Schmidt, Bradley J., and Galambos, Theodore V.

Subjects
STRUCTURAL steel, MECHANICS (Physics), CONSTRUCTION materials, RELIABILITY in engineering, ENGINEERING
Abstract

Comments on F. Michael Bartlett and colleagues' article "Updating Standard Shape Material Properties Database for Design and Reliability". Cost associated with revising design software and design aids to accommodate the slightly higher resistance factor; Rationale for specifying resistance factors.

Published
2005
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447. Acceptable Risk in Military Bridge Evaluation.

Author

MacDonald, A. J., Wight, R. Gordon, and Bartlett, F. Michael

Subjects
*MILITARY bridges, *CONTINUUM mechanics, *RISK assessment, *MILITARY vehicles, *MILITARY operations other than war
Abstract

In military bridge evaluation, acceptable life-safety risk in crossings should be aligned with the acceptable life-safety risk of the associated military operation. A continuum of acceptable life-safety risk exists for military operations, thus a continuum of acceptable life-safety risk for military vehicles crossing bridges exists. The paper relates military mission life-safety acceptable risk levels to acceptable bridge crossing life-safety risk in an approximate quantitative manner. A continuum of acceptable life-safety risk for military bridge crossings provides flexibility in mission planning and execution, while providing engineers a basis to conduct military bridge evaluation that is consistent with the mission intent. [ABSTRACT FROM AUTHOR]

Published
2016
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