145 research outputs found
Evaluation of the Oregon CCBHC Program
No full textsubmitted to the Oregon Health Authority ; prepared by: Neal Wallace, PhD, Sherril Gelmon, PhD, Robin Baker, PhD, Alexandra Kihn-Stang, MScN, Annette Crawford, MPH, MPA, MS, Erin Young, MA.Title from PDF cover (viewed on February 13, 2023)."In 2021, the Oregon legislature directed OHA to evaluate whether CCBHCs: 1. Increase access to behavioral health treatment for residents of this state; 2. Provide integrated physical and behavioral healthcare; 3. Offer services that result in improved health outcomes, lower overall healthcare costs and improved overall community health; and 4. Reduce the cost of care for coordinated care organization members. From Legislative Fiscal Office Report on HB 5024 (2021)"--Page 1.This archived document is maintained by the State Library of Oregon as part of the Oregon Documents Depository Program. It is for informational purposes and may not be suitable for legal purposes.Includes bibliographical references.Mode of access: Internet from the Oregon Government Publications Collection.Text in English
Design of concrete for high flowability: Progress report of fib task group 4.3
No full textFlowable concretes can differ significantly from traditional vibrated concrete. Concrete types like selfcompacting concrete (SCC), ultra-high performance concrete (UHPC) and high performance fibre reinforced cementitious composites (HPFRCCs) require novel mix design approaches. This has consequences for the production and the performance in the hardened state. Mix designs for flowable concretes can incorporate a wide variety of innovative admixtures or components: e.g. superplasticisers increase the flowability and allow for significant reduction of the water content, shrinkage compensating admixtures or superabsorbent polymers support sound and damage free curing processes, viscosity modifying admixtures enhance the robustness, and new fibre types allow for sophisticated and tailored structural performance. The new Model Code has limitations regarding the application of flowable concrete, e.g. thresholds for the minimum aggregate size and the maximum strength. Provisions are added to include fibres for structural design. fib Task Group 4.3 aims at facilitating the use of innovative flowable materials for designing concrete structures and considers three aspects of flowable concrete: material properties, production effects and structural boundary conditions and performance. This paper reports about the progress of fib TG 4.3 related to the mix design of flowable concrete and discusses the present stateof-the art concerning admixtures and robustness.Civil Engineering and Geoscience
[Photograph 2012.201.B1203.0167]
No full textPhotograph used for a story in the Oklahoma Times newspaper. Caption: "Alan Stang, reporter and author, will speak twice in the Oklahoma City area this weak as a national circuit lecturer for the American Opinion Speakers Bureau.
Supplement 1. R script files used for the rarefaction analysis and null model code to assess data constraints.
No full textFile List
rarefmat.R (MD5: 8adbb322bc311ae7073b766aff35dd61)
null_model.R (MD5: eba027b2849baf889bc70036549a2aeb)
Description
The file 'rarefmat' contains the scripts for the function rarefmat in R. The function compares the Bray-Curtis dissimilarities between two matrices of the same dimensions, and rarefies one by sampling a given proportion of interactions (0.8, 0.6, 0.4 and 0.2). It returns the observed dissimilarity between the original matrices and the mean and confidence limits of dissimilarities of rarefied matrices for each level of sampling.
The file 'null_model' contains the script for the null model function to assess the constraints of a triangular pattern in the relationship between floral composition and flower traits. The function call is null_model(x,y), where x and y are the two variables with a triangular relationship. The null-model calculates Spearman correlation coefficients rs of randomly generated data (999 iterations) that were restricted by the limits of the observed data.
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