Comprehensive Review of the Radiography Workforce (PDF 382 KB)

Report of the Project Group

Investigation of Two Bridge Alternatives for Low Volume Roads, Volume 1 of 2 Concept 1: Precast Steel Beam Units, HR-382, 1997

Recent reports have indicated that 23.5% of the nation's highway bridges are structurally deficient and 17.7% are functionally obsolete. A significant number of these bridges are on the Iowa secondary road system where over 86% of the rural bridge management responsibilities are assigned to the counties. Some of the bridges can be strengthened or otherwise rehabilitated, but many more are in need of immediate replacement. In a recent investigation (HR-365 "Evaluation of Bridge Replacement Alternatives for the County Bridge System") several types of replacement bridges that are currently being used on low volume roads were identified. It was also determined that a large number of counties (69%) have the ability and are interested in utilizing their own forces to design and construct short span bridges. In reviewing the results from HR-365, the research team developed one "new" bridge replacement concept and a modification of a replacement system currently being used. Both of these bridge replacement alternatives were investigated in this study, the results of which are presented in two volumes. This volume (Volume 1) presents the results of Concept 1 - Steel Beam Precast Units. Concept 2 - Modification of the Beam-in-Slab Bridge is presented in Volume 2. Concept 1, involves the fabrication of precast units (two steel beams connected by a concrete slab) by county work forces. Deck thickness is limited so that the units can be fabricated at one site and then transported to the bridge site where they are connected and the remaining portion of the deck placed. Since Concept 1 bridge is primarily intended for use on low-volume roads, the precast units can be constructed with new or used beams. In the experimental part of the investigation, there were three types of static load tests: small scale connector tests, "handling strength" tests, and service and overload tests of a model bridge. Three finite element models for analyzing the bridge in various states of construction were also developed. Small scale connector tests were completed to determine the best method of connecting the precast double-T (PCDT) units. "Handling strength" tests on an individual PCDT unit were performed to determine the strength and behavior of the precast unit in this configuration. The majority of the testing was completed on the model bridge [L=9,750 mm (32 ft), W=6,400 mm (21 ft)] which was fabricated using the precast units developed. Some of the variables investigated in the model bridge tests were number of connectors required to connect adjacent precast units, contribution of diaphragms to load distribution, influence of position of diaphragms on bridge strength and load distribution, and effect of cast-in-place portion of deck on load distribution. In addition to the service load tests, the bridge was also subjected to overload conditions. Using the finite element models developed, one can predict the behavior and strength of bridges similar to the laboratory model as well as design them. Concept 1 has successfully passed all laboratory testing; the next step is to field test it.

Investigation of Two Bridge Alternatives for Low Volume Roads Volume 2 of 2 Concept 2: Beam In Slab Bridge, HR-382, 1997

Recent reports have indicated that 23.5% of the nation's highway bridges are structurally deficient and 17.7% are functionally obsolete. A significant number of these bridges are on the Iowa secondary road system where over 86% of the rural bridge management responsibilities are assigned to the counties. Some of the bridges can be strengthened or otherwise rehabilitated, but many more are in need of immediate replacement. In a recent investigation (HR-365 "Evaluation of Bridge Replacement Alternatives for the County Bridge System") several types of replacement bridges that are currently being used on low volume roads were identified. It was also determined that a large number of counties (69%) have the ability and are interested in utilizing their own forces to design and construct short span bridges. After reviewing the results from HR-365, the research team developed one "new" bridge replacement concept and a modification of a replacement system currently being used. Both of these bridge replacement alternatives were investigated in this study, the results of which are presented in two volumes. This volume (Volume 2) presents the results of Concept 2 - Modification of the Beam-in-Slab Bridge. Concept 1 - Steel Beam Precast Units is presented in Volume 1. Concept 2 involves various laboratory tests of the Beam-in-Slab bridge (BISB) currently being used by Benton County and several other Iowa counties. In this investigation, the behavior and strength of the BISB were determined; a new method of obtaining composite action between the steel beams and concrete was also tested. Since the Concept 2 bridge is primarily intended for use on low-volume roads, the system can be constructed with new or used beams. In the experimental part of the investigation, there were three types of laboratory tests: push-out tests, service and ultimate load tests of models of the BISB, and composite beam tests utilizing the newly developed shear connection. In addition to the laboratory tests, there was a field test in which an existing BISB was service load tested. An equation was developed for predicting the strength of the shear connection investigated; in addition, a finite element model for analyzing the BISB was also developed. Push-out tests were completed to determine the strength of the recently developed shear connector. A total of 36 specimens were tested, with variables such as hole diameter, hole spacing, presence of reinforcement, etc. being investigated. In the model tests of the BISB, two and four beam specimens [L=9,140 mm (30 ft)] were service load tested for behavior and load distribution data. Upon completion of these tests, both specimens were loaded to failure. In the composite beam tests, four beams, one with standard shear studs and three using the shear connection developed, were tested. Upon completion of the service load tests, all four beams were loaded to failure. The strength and behavior of the beams with the new shear connection were found to be essentially the same as that of the specimen with standard shear studs.

Arkistoluettelo 736: Bengt Johansson

Luettelo Kansalliskirjastossa olevan Bengt Johanssonin arkiston sisällöstä

Les diplômés – no 382, hiver 1994

Pour toute demande de reproduction de contenu se trouvant dans cette publication, communiquer avec l’Association des diplômés de l’UdeM.

Pensamiento formal y resoluci??n de problemas matem??ticos

Resumen tomado de la publicaci??n

Decreto rectoral No. 736 : Cambiar el nombre y los contenidos del Postgrado de Derecho Procesal Penal a Derecho Penal

Que la Facultad de Jurisprudencia en desarrollo del Proyecto Educativo Institucional PEI, ha redefinido su oferta académica de Postgrados con el fin de flexibilizar sus planes de estudio dentro de un esquema basado en la libre elección del estudiante y en su participación activa en el proceso de aprendizaje y formación.

Factores asociados con la duración del circuito extracorpóreo en terapias continúas de reemplazo renal en la Fundación Cardioinfantil

Introducción: las terapias continuas de reemplazo renal son una importante medida a utilizar en los pacientes con lesión renal aguda que ingresan a la unidad de cuidado intensivo, la pérdida temprana del circuito por coagulación del mismo es una situación que afecta a este grupo de pacientes. Materiales y métodos: se realizo un estudio de casos y controles de una duración de tres meses tomando los pacientes que eran sometidos a terapia continua de reemplazo renal en la fundación Cardioinfantil, se eligieron como casos aquellos pacientes que no lograban completar 72 horas de terapia por perdida del circuito relacionada con coagulación, y aquellos que si se tomaron como controles, se analizaron ambos grupos en función de diferentes variables demográficas, clínicas y del circuito, tomando como análisis primario el primer filtro utilizado y haciendo un análisis secundario incluyendo todos los filtros. Resultados: se recolectaron 24 pacientes para el análisis primario y 101 filtros para el análisis secundario, el 37,5% de los filtros duró > 72 horas y 62,5%, menos de este tiempo. El puntaje APACHE II (OR: 0,76, p 0.003) y sitio de inserción femoral derecho (OR: 0.14, p 0.007) se encontraron protectoras para la disfunción temprana. Discusión: aunque no se alcanzó la muestra total, se encontró asociación protectora del acceso femoral derecho, que fue novedosa, pero requiere confirmación. El APACHE II, también protector, puede corresponder a un sesgo, se necesitan más estudios para aclarar estos hallazgos y determinar la presencia de otras variables que intervengan.