Metric Short Course for the Office of Bridges and Structures, HR-378, 1995

This metric short course was developed in response to a request from the Office of Bridges and Structures to assist in the training of engineers in the use of metric units of measure which will be required in all highway designs and construction after September 30, 1996 (CFR Presidential Executive Order No. 12770). The course notes which are contained in this report, were developed for a half-day course. The course contains a brief review of metrication in the U.S., metric units, prefixes, symbols, basic conversions, etc. The unique part of the course is that it presents several typical bridge calculations (such as capacity of reinforced concrete compression members, strength of pile caps, etc.) worked two ways: inch-pound units throughout with end conversion to metric and initial hard conversion to metric with metric units throughout. Comparisons of partial results and final results (obtained by working the problems the two ways) are made for each of the example problems.

A Feasibility Study on Embedded Micro-Electromechanical Sensors and Systems (MEMS) for Monitoring Highway Structures, TR-575, 2011

Micro-electromechanical systems (MEMS) provide vast improvements over existing sensing methods in the context of structural health monitoring (SHM) of highway infrastructure systems, including improved system reliability, improved longevity and enhanced system performance, improved safety against natural hazards and vibrations, and a reduction in life cycle cost in both operating and maintaining the infrastructure. Advancements in MEMS technology and wireless sensor networks provide opportunities for long-term continuous, real-time structural health monitoring of pavements and bridges at low cost within the context of sustainable infrastructure systems. The primary objective of this research was to investigate the use of MEMS in highway structures for health monitoring purposes. This study focused on investigating the use of MEMS and their potential applications in concrete through a comprehensive literature review, a vendor survey, and a laboratory study, as well as a small-scale field study. Based on the comprehensive literature review and vendor survey, the latest information available on off-the-shelf MEMS devices, as well as research prototypes, for bridge, pavement, and traffic applications were synthesized. A commercially-available wireless concrete monitoring system based on radio-frequency identification (RFID) technology and off-the-shelf temperature and humidity sensors were tested under controlled laboratory and field conditions. The test results validated the ability of the RFID wireless concrete monitoring system in accurately measuring the temperature both inside the laboratory and in the field under severe weather conditions. In consultation with the project technical advisory committee (TAC), the most relevant MEMS-based transportation infrastructure research applications to explore in the future were also highlighted and summarized.

Wind Tunnel Analysis of the Effects of Planting at Highway Grade Separation Structures, HR-202, 1979

Blowing and drifting snow has been a problem for the highway maintenance engineer virtually since the inception of the automobile. In the early days, highway engineers were limited in their capability to design and construct drift free roadway cross sections, and the driving public tolerated the delays associated with snow storms. Modern technology, however, has long since provided the design expertise, financial resources, and construction capability for creating relatively snowdrift free highways, and the driver today has come to expect a highway facility that is free of snowdrifts, and if drifts develop they expect highway maintenance crews to open the highway within a short time. Highway administrators have responded to this charge for better control of snowdrifting. Modern highway designs in general provide an aerodynamic cross section that inhibits the deposition of snow on the roadway insofar as it is economically feasible to do so.

Evaluation of Control Structures for Stabilizing Degrading Stream Channels in Western Iowa, Phases II and III, HR-208A, 1985

Since the turn of the century, tributaries to the Missouri River in western Iowa have entrenched their channels to as much as six times their original depth. This channel degradation is accompanied by widening as the channel side slopes become unstable and landslides occur. The deepening and widening of these streams have endangered about 25% of the highway bridges in 13 counties [Lohnes et al. 1980]. Grade stabilization structures have been recommended as the most effective remedial measure for stream degradation [Brice et al., 1978]. In western Iowa, within the last seven years, reinforced concrete grade stabilization structures have cost between $300,000 and $1,200,000. Recognizing that the high cost of these structures may be prohibitive in many situations, the Iowa Department of Transportation (Iowa DOT) sponsored a study at Iowa State University (ISU) to find low-cost alternative structures. This was Phase I of the stream degradation study. Analytical and laboratory work led to the conclusion that alternative construction materials such as gabions and soil-cement might result in more economical structures [Lohnes et al. 1980]. The ISU study also recommended that six experimental structures be built and their performance evaluated. Phase II involved the design of the demonstration structures, and Phase III included monitoring and evaluating their performance.

Evaluation de deux structures à bas seuil de la ville de Lausanne : Le Passage et le Point d'eau

[Table des matières] 1. Méthodes d'évaluation. 2. Le Passage et le Point d'eau. 2.1. Historique et objectifs. 2.2. Etapes de la mise en route. 3.1. Professionnels salariés. 3.2. Bénévoles professionnels. 3.3. Bénévoles d'accueil. 4.1. Activités de la structure. 4.2. Accueil (animations, repas, collations). 4.3. L'offre socio-éducative. 4.4. L'offre sanitaire. 4.5. La distribution du matériel stérile. 5.1. Prestations d'hygiène. 5.2. Soins somatiques. 5.3. Activité sportive. 6.1. Profil des usagers. 6.2. Indicateurs socio-démographiques et d'intégration sociale. 6.3. Etat de santé perçu. 6.4. Fréquentation du réseau (dispositif bas seuil et autre) et de Point d'eau. 7. Consommation de drogues illégales. 8. Fréquentation de la structure. 9.1. Méthodes d'évaluation utilisées. 9.2. Evaluation du Passage et du Point d'eau.

Qui utilise les crèches en Suisse ? : logiques sociales du recours aux structures d'accueil collectif pour la petite enfance

Depuis quelque temps, de plus en plus de spécialistes de la politique sociale préconisent une stratégie d'investissement social dans laquelle les crèches joueraient un rôle majeur. Cette stratégie vise à prévenir les exclusions sociales par la promotion de l'égalité des chances et de l'accès à l'emploi en vue d'un allègement des dépenses de protection sociale passive. Outre qu'elles permettent aux familles d'avoir deux revenus, les crèches ont en effet l'avantage de réduire les écarts au niveau des compétences cognitives et linguistiques entre les enfants venant de différents milieux sociaux. Mais le succès d'une telle stratégie présuppose que certains publics cibles recourent effectivement aux crèches, à savoir les ménages disposant d'un faible revenu ou/et de niveau de formation, ainsi que les familles issues de l'immigration. Or, des analyses statistiques sur la base de l'Enquête suisse sur la population active (ESPA) de 2008 montrent que, pour les familles en Suisse, les chances d'utiliser une crèche augmentent avec le niveau de formation des parents. Concernant plus particulièrement le niveau de formation des mères, ce phénomène n'est d'ailleurs que partiellement conditionné par le taux d'activité supérieur de celles ayant accompli une formation de degré tertiaire. En outre, certaines populations d'immigrés dont l'intégration dans la société suisse est réputée difficile sont peu disposées à recourir aux crèches. Les immigrés de première génération de quasiment toutes les origines fortement représentées en Suisse ont en revanche plus de chances que les parents d'origine suisse de faire appel au service d'une crèche à raison d'au moins 4 jours/semaine, ce qui peut influer négativement sur le comportement de l'enfant. Ce dernier résultat semble paradoxal mais montre qu'une migration rend plus difficile l'organisation d'une garde informelle comme solution complémentaire à la crèche. En synthèse, la présente étude attire l'attention sur le fait que les atouts pédagogiques et socialisants des crèches reviennent avant tout aux enfants de parents d'origine suisse ou venant de pays culturellement proches et ayant un niveau de formation supérieur. Telle que conçue actuellement, l'offre de crèches en Suisse ne semble guère opérer comme un instrument efficace de l'investissement social. Immer mehr Experten der Sozialpolitik empfehlen eine ,,Strategie der sozialen Investitionen", die den Kindertagesstätten (bzw. Kinderkrippen) eine wichtige Rolle zuschreibt. Ziel dieser Strategie ist es, durch Förderung von Chancengleichheit und Arbeitsmarktpartizipation sozialen Ausgrenzungen vorzubeugen, um Einsparungen im Bereich der passiven Sozialleistungen zu ermöglichen. Krippen haben einerseits den Vorteil, dass sie es den Familien ermöglichen, zwei Einkommen zu erzielen. Andererseits tragen sie zur Minderung von kognitiven und sprachlichen Fähigkeitsunterschieden zwischen Vorschulkindern aus verschiedenen sozialen Milieus bei. Der Erfolg dieser Strategie setzt jedoch voraus, dass gewisse Zielgruppen tatsächlich Krippen nutzen, nämlich bezüglich Einkommen und/oder Bildung benachteiligte Haushalte sowie Familien mit Migrationshintergrund. Die vorliegenden statistischen Analysen aufgrund der SAKE-Daten von 2008 (Schweizerische Arbeitskräfteerhebung) ergeben jedoch für die Schweiz, dass die Wahrscheinlichkeit, eine Krippe zu nutzen, mit dem Bildungsniveau der Eltern steigt. Was das Bildungsniveau der Mütter im Besonderen anbelangt, ist dieses Phänomen nur teilweise bedingt durch den tendenziell höheren Beschäftigungsgrad der besser Ausgebildeten. Zudem haben einige Migrantengruppen, deren Integration in die Schweizer Gesellschaft als besonders schwierig betrachtet wird, eine bedeutend tiefere Benützungswahrscheinlichkeit als Eltern Schweizer Herkunft. Für fast alle in der Schweiz stark vertretenen Migranten erster Generation ist dennoch das statistische Risiko grösser, die Krippe während mindestens 4 Tagen/Woche zu nutzen, was einen negativen Einfluss auf das Verhalten des Kindes haben kann. Dieses scheinbar paradoxe Ergebnis ist darauf zurückzuführen, dass ein Migrationshintergrund das Organisieren von krippenergänzenden Betreuungslösungen informeller Art meist erschwert. Gesamthaft zeigt die vorliegende Studie auf, dass die positiven pädagogischen und sozialisierenden Effekte der Krippen in erster Linie Kindern zugutekommen, deren Eltern eine höhere Ausbildung haben, Schweizer Herkunft sind oder aus einem kulturell nahestehenden Land kommen. So wie es gegenwärtig eingerichtet ist, scheint das Krippenangebot in der Schweiz kaum als effizientes Instrument sozialer Investitionen zu wirken.

Scale Effects in Hydraulic Model Tests of Rock Protected Structures, HR-119, 1970

A laboratory investigation was undertaken to determine the limiting model Reynolds number above which the scour behavior of rock protected structures can be reproduced in hydraulic models scaled according to the Froude criterion. A submerged jet was passed over an initially full scour pocket containing uniform glass spheres and the rate of scour was measured as a function of time. The dimensions of the scour pocket and jet and the particle diameters were varied as needed to maintain strict geometric similarity. For each of two different Froude numbers the Reynolds number was varied over a wide range. The normalized scour rate was found to be practically independent of the Reynolds number, R, (based on the jet velocity and particle diameter) at values of R above about 2.5 x 10^3, and to decrease with Rat smaller values. A grid placed in the jet was found to have a very strong effect on the scour rate. In an attempt to explain the effect of R on the scour behavior, turbulent pressure and velocity fluctuations were measured in air flows and water flows, respectively, over rigid scour pockets having the same geometry as those formed in the scour experiments. The normalized spectra of the fluctuations were found to be nearly independent of R, but the flow pattern was found to be very sensitive to the inlet condition, the jet deflecting upward or downward in a not wholly explainable manner. This indicates that scour behavior can be modeled only if the approach flow is also accurately modeled.

Improved Methods for Determining Wind Loads on Highway Sign and Traffic-Signal Structures, TR-559, 2007

The main objective of the proposed study is to use Computational Fluid Dynamics (CFD) tools to determine the wind loads by accurate numerical simulations of air flow characteristics around large highway sign structures under severe wind speeds conditions. Fully three-dimensional Reynolds- Averaged Navier-Stokes (RANS) simulations are used to estimate the total force on different panels, as well as the actual pressure distribution on the front and back faces of the panels. In particular, the present study investigates the effects of aspect ratio and sign spacing for regular panels, the effect of sign depth for the dynamic message signs that are now being used on Iowa highways, the effect induced by the presence of back-to-back signs, the effect of the presence of add-on exit signs, and the effect of the presence of trucks underneath the signs potentially creating “wind tunnel” effect.

Evaluation of the Need for Longitudinal Median Joints in Bridge Decks on Dual Structures, TR-661, 2015

The primary objective of this project was to determine the effect of bridge width on deck cracking in bridges. Other parameters, such as bridge skew, girder spacing and type, abutment type, pier type, and number of bridge spans, were also studied. To achieve the above objectives, one bridge was selected for live-load and long-term testing. The data obtained from both field tests were used to calibrate a three-dimensional (3D) finite element model (FEM). Three different types of loading—live loading, thermal loading, and shrinkage loading—were applied. The predicted crack pattern from the FEM was compared to the crack pattern from bridge inspection results. A parametric study was conducted using the calibrated FEM. The general conclusions/recommendations are as follows: -- Longitudinal and diagonal cracking in the deck near the abutment on an integral abutment bridge is due to the temperature differences between the abutment and the deck. Although not likely to induce cracking, shrinkage of the deck concrete may further exacerbate cracks developed from thermal effects. -- Based upon a limited review of bridges in the Iowa DOT inventory, it appears that, regardless of bridge width, longitudinal and diagonal cracks are prevalent in integral abutment bridges but not in bridges with stub abutments. -- The parametric study results show that bridge width and skew have minimal effect on the strain in the deck bridge resulting from restrained thermal expansion. -- Pier type, girder type, girder spacing, and number of spans also appear to have no influence on the level of restrained thermal expansion strain in the deck near the abutment.

Organisations paysannes, confréries islamiques et structures étatiques dans le processus de transformation au Sénégal: deux études de village au Sine-Saloum

EHESS/CNRS, Programme de recherches interdisciplinaires sur le monde musulman périphérique

Crystal structures of two closely related but antigenically distinct HLA-A2/melanocyte-melanoma tumor-antigen peptide complexes.

We have determined high-resolution crystal structures of the complexes of HLA-A2 molecules with two modified immunodominant peptides from the melanoma tumor-associated protein Melan-A/Melanoma Ag recognized by T cells-1. The two peptides, a decamer and nonamer with overlapping sequences (ELAGIGILTV and ALGIGILTV), are modified in the second residue to increase their affinity for HLA-A2. The modified decamer is more immunogenic than the natural peptide and a candidate for peptide-based melanoma immunotherapy. The crystal structures at 1.8 and 2.15 A resolution define the differences in binding modes of the modified peptides, including different clusters of water molecules that appear to stabilize the peptide-HLA interaction. The structures suggest both how the wild-type peptides would bind and how three categories of cytotoxic T lymphocytes with differing fine specificity might recognize the two peptides.