Annual report of the President of the Western Union Telegraph Company to the stockholders.

Description based on: 1869.

Modern practice of the electric telegraph.

Mode of access: Internet.

Organizational maintenance manual : telegraph terminal TH-5/TG (NSN 5805-00-315-2858), TH-5A/TG (NSN 5805-00-246-8734).

Includes index.

Organizational maintenance repair parts and special tools lists for test sets AN/GGM-15(V)1 (NSN 6625-00-464-1702), AN/GGM-15(V)2 (NSN 6625-00-442-6131), and generator, signal ... analyzer, signal distortion ... oscilloscope ... dolly, test equipment V-434/GGM-15(V) (NSN 6625-00-435-7775).

Includes index.

1980 census of population and housing.

"PHC80-R5."

Maver's wireless telegraphy: theory and practice.

Mode of access: Internet.

Western Union office and employees, Flint, Michigan

On verso: Flint, Mich., 1920s

International wireless telegraphy : hearing before the Committee on Foreign Relations, United States Senate, Sixty-second Congress, on an International Wireless Telegraphy Convention, with service regulations annexed thereto, a supplementary agreement, and a final protocol, all signed at Berlin on November 3, 1906, by delegates of the United States and those of several other powers. February 21, 1912.

Mode of access: Internet.

Deering's California codes.

Kept up to date by pocket parts, legislative service and recompiled vols

A treatise on telegraph law.

Mode of access: Internet.

Building codes: a program for intergovernmental reform; a Commission report.

"A-28."

Proton pump inhibitors and the risk of fractures in older adults: a population-based retrospective cohort study

Thesis (Master's)--University of Washington, 2016-06

Comparing Patient-Centered Medical Home Implementation in Urban and Rural VHA Clinics: Results from the Patient Aligned Care Team (PACT) Initiative

Thesis (Master's)--University of Washington, 2016-06

A comparison of competing methods for the detection of surgical-site infections in patients undergoing total arthroplasty of the knee, partial and total arthroplasty of hip and femoral or similar vascular bypass

Recent research suggests that the retrospective review of the International Classification of Disease (ICD-9-CM) codes assigned to a patient episode will identify a similar number of healthcare-acquired surgical-site infections as compared with prospective surveillance by infection control practitioners (ICP). We tested this finding by replicating the methods for 380 surgical procedures. The sensitivity and specificity of the ICP undertaking prospective surveillance was 80% and 100%, and the sensitivity and specificity of the review of ICD-10-AM codes was 60% and 98.9%. Based on these results we do not support retrospective review of ICD-10-AM codes in preference prospective surveillance for SSI. (C) 2004 The Hospital Infection Society. Published by Elsevier Ltd. All rights reserved.

Ultimate strength of continuous composite beams in combined bending and shear

The contributions of the concrete slab and composite action to the vertical shear strength of continuous steel-concrete composite beams are ignored in current design codes, which result in conservative designs. This paper investigates the ultimate strength of continuous composite beams in combined bending and shear by using the finite element analysis method. A three-dimensional finite element model has been developed to account for the geometric and material nonlinear behaviour of continuous composite beams. The finite element model is verified by experimental results and then used to study the effects of the concrete slab and shear connection on the vertical shear strength. The moment-shear interaction strength of continuous composite beams is also investigated by varying the moment/ shear ratio. It is shown that the concrete slab and composite action significantly increase the ultimate strength of continuous composite beams. Based on numerical results, design models are proposed for the vertical shear strength and moment-shear interaction of continuous composite beams. The proposed design models, which incorporates the effects of the concrete slab, composite action, stud pullout failure and web shear buckling, are compared with experimental results with good agreement. (C) 2003 Elsevier Ltd. All rights reserved.