997 resultados para Expansion methods


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The need for upgrading a large number of understrength and obsolete bridges in the United States has been well documented in the literature. Through the performance of several Iowa DOT projects, the concept of strengthening bridges (simple and continuous spans) by post-tensioning has been developed. The purpose of this project was to investigate two additional strengthening alternatives that may be more efficient than post-tensioning in certain situations. The research program for each strengthening scheme included a literature review, laboratory testing of the strengthening scheme, and a finite-element analysis of the scheme. For clarity the two strengthening schemes are presented separately. In Part 1 of this report, the strengthening of existing steel stringers in composite steel beam concrete-deck bridges by providing partial end restraint was shown to be feasible. Part 2 of this report summarizes the research that was undertaken to strengthen the negative moment regions of continuous, composite bridges. Two schemes were investigated: post-compression of stringers and superimposed trusses within the stringers.

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Expansion joints increase both the initial cost and the maintenance cost of bridges. Integral abutment bridges provide an attractive design alternative because expansion joints are eliminated from the bridge itself. However, the piles in these bridges are subjected to horizontal movement as the bridge expands and contracts during temperature changes. The objective of this research was to develop a method of designing piles for these conditions. Separate field tests simulating a pile and a bridge girder were conducted for three loading cases: (1) vertical load only, (2) horizontal displacement of pile head only, and (3) combined horizontal displacement of pile head with subsequent vertical load. Both tests (1) and (3) reached the same ultimate vertical load, that is, the horizontal displacement had no effect on the vertical load capacity. Several model tests were conducted in sand with a scale factor of about 1:10. Experimental results from both the field and model tests were used to develop the vertical and horizontal load-displacement properties of the soil. These properties were input into the finite element computer program Integral Abutment Bridge Two-Dimensional (IAB2D), which was developed under a previous research contract. Experimental and analytical results compared well for the test cases. Two alternative design methods, both based upon the American Association of State Highway and Transportation Officials (AASHTO) Specification, were developed. Alternative One is quite conservative relative to IAB2D results and does not permit plastic redistribution of forces. Alternative Two is also conservative when compared to IAB2D, but plastic redistribution is permitted. To use Alternative Two, the pile cross section must have sufficient inelastic rotation capacity before local buckling occurs. A design example for a friction pile and an end-bearing pile illustrates both alternatives.

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As a thorough aggregation of probability and graph theory, Bayesian networks currently enjoy widespread interest as a means for studying factors that affect the coherent evaluation of scientific evidence in forensic science. Paper I of this series of papers intends to contribute to the discussion of Bayesian networks as a framework that is helpful for both illustrating and implementing statistical procedures that are commonly employed for the study of uncertainties (e.g. the estimation of unknown quantities). While the respective statistical procedures are widely described in literature, the primary aim of this paper is to offer an essentially non-technical introduction on how interested readers may use these analytical approaches - with the help of Bayesian networks - for processing their own forensic science data. Attention is mainly drawn to the structure and underlying rationale of a series of basic and context-independent network fragments that users may incorporate as building blocs while constructing larger inference models. As an example of how this may be done, the proposed concepts will be used in a second paper (Part II) for specifying graphical probability networks whose purpose is to assist forensic scientists in the evaluation of scientific evidence encountered in the context of forensic document examination (i.e. results of the analysis of black toners present on printed or copied documents).

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RESUME Nous rapportons l'étude d'une famille de 49 membres sur 5 générations. Parmi 35 membres étudiés, 18 sont atteints d'Osteolyse Expansive Familiale (OEF). L'OEF est une dysplasie osseuse génétique rare, autosomique dominante, dont les altérations locales et générales du squelette ont une distribution périphérique prédominante qui devient manifeste à partir de la deuxième décennie de vie. Une résorption ostéoclastique progressive, accompagnée d'une faible activité ostéoblastique, est à l'origine d'une expansion médullaire osseuse. Cette dernière est caractérisée par une raréfaction de la moelle osseuse qui est remplacée par du tissu fibreux et de la graisse. L'amincissement de la moelle osseuse aboutit à des déformations invalidantes, sévères et douloureuses du squelette, avec tendance aux fractures spontanées. La première manifestation clinique de la maladie est une surdité de transmission très précoce résultant d'une lyse de la chaîne ossiculaire. Radiologiquement, il existe toujours une pneumatisation marquée de la mastoïde et du rocher. Les dents montrent des signes importants de résorption osseuse au niveau de la région apicale et/ou du collet, dont l'aspect est caractéristique et unique. La phosphatase alcaline sérique, l'hydroxyproline et la deoxypiridoline urinaire sont élevées à des taux variables. Le taux de calcium et d'hormone parathyroïdienne est normal. Le traitement par les diphosphonates, la calcitonine et la vitamine D est inefficace. Histologiquement, l'OEF présente des similitudes avec la maladie de Paget, mais l'âge de début, la distribution des lésions osseuses, les altérations dentaires et de l'oreille moyenne, ainsi que la progression clinique sont différents. Il en va de même pour la dysplasie fibreuse, l'ostéite fibro-kystique et l'ostéogénèse imparfaite. Le gêne responsable de la maladie se localise dans la région du chromosome 18q21-22. Récemment, des mutations du TNFRSF 11A, gêne qui codifie le RANK, ont été identifiées comme étant la cause de l'OEF. La duplication de la 18ème paire de base au niveau de l'exon 1 suggère qu'il correspond au site de l'anomalie. La technique chirurgicale et les résultats audiométriques à court et long terme de 13 interventions chez 8 patients sont présentés. ABSTRACT Objectives: Familial Expansive Osteolysis (EEO) is a rare autosomal dominant bone dys¬plasia. The disease can show general and focal skeletal alterations, the latter having a pre¬dominantly peripheral distribution. Onset occurs after the second decade of life. Patients and methods: We present the study, of 30 years, of a family consisting of 49 members covering five generations. Results: Among the 35 members studied, 18 have familial expansive osteolysis (FEO). The first clinical sign of the condition is transmission deafness at an early age. The features of the teeth has a unique and characteristic appearance. Thinning of the corti¬cal bone leads to severe, painful, disabling deformities. Serum alkaline phosphatase, and urinary hydroxyproline and deoxipyridinoline are elevated. Calcium and parathyroid hor¬mone are normal. Treatment with diphosphonates, calcitonin and vitamin D has been unsuccessful. We present the surgical technology and the results to short and long term of 13 interventions on 8 patients. Conclusion: Progressive osteoclastic reabsorption accompanied by weak osteoblastic activ¬ity results in medullary expansion characterized by rarefaction of the bone marrow, which is replaced by fibrous tissue and fat. FE0 is histologically similar to Paget disease, but the age of onset, the distribution of the bone lesions, the dental and middle ear alterations, and the clin¬ical progression are different. These features also differentiate FE0 from fibrous dysplasia, fibrocystic osteitis and imperfect osteogenesis. The gene responsible for EEO is located in the 18q21-22 chromosome region. Mutations in TNFRSF11A, the gene encoding receptor activa¬tor of nuclear factor-kappa-B (RANK), has been recently identified as the cause of FEO. A duplication of 18 base pairs in exon 1 of the TNFRSF11A gene suggests that this corresponds to the site of the anomaly and can be considered a "hot spot" for mutations.

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The objective of this research was to evaluate two experimental D.S. Brown, Type SL450 and one D.S. Brown, Type SL750 expansion assemblies to identify possible construction problems and to determine the long term performances. These joints were installed in Wapello County on Jefferson Street viaduct in Ottumwa, Iowa. Visual inspections were made yearly. There is an indication that there may be a slow leakage at all three joints. The joint assemblies have performed well.