Predicting the deleterious effects of mutation load in fragmented populations.

Human-induced habitat fragmentation constitutes a major threat to biodiversity. Both genetic and demographic factors combine to drive small and isolated populations into extinction vortices. Nevertheless, the deleterious effects of inbreeding and drift load may depend on population structure, migration patterns, and mating systems and are difficult to predict in the absence of crossing experiments. We performed stochastic individual-based simulations aimed at predicting the effects of deleterious mutations on population fitness (offspring viability and median time to extinction) under a variety of settings (landscape configurations, migration models, and mating systems) on the basis of easy-to-collect demographic and genetic information. Pooling all simulations, a large part (70%) of variance in offspring viability was explained by a combination of genetic structure (F(ST)) and within-deme heterozygosity (H(S)). A similar part of variance in median time to extinction was explained by a combination of local population size (N) and heterozygosity (H(S)). In both cases the predictive power increased above 80% when information on mating systems was available. These results provide robust predictive models to evaluate the viability prospects of fragmented populations.

Load Ratings for Standard Bridges, HR-239 Phase IV, 2008

In this report, sixteen secondary and primary bridge standards for two types of bridges are rated for AASHTO HS20-44 vehicle configuration utilizing Load Factor methodology. The ratings apply only to those bridges which: (1) are built according to the applicable bridge standard plans, (2) have no structural deterioration or damage, and (3) have no added wearing surface in excess of one-half inch integral wearing surface.

Load Ratings for Standard Bridges, HR-239 Phase III, 1998

In this report, 25 secondary bridge standards for three types of bridges are rated for the AASHTO HS20-44 vehicle configuration and five typical Iowa legal vehicles. The ratings apply only to those bridges which: (1) are built according to the applicable bridge standard plans, (2) have no structural deterioration or damage, and (3) have no added wearing surface in excess of 0.5-in. (1.27-cm) integral wearing surface. Appendix A contains the results of the original October 1982 report on load ratings for standard bridges.

Lateral Load Resistance of Diaphragms in Prestressed Concrete Girder Bridges, HR-319, 1991

Each year several prestressed concrete girder bridges in Iowa and other states are struck and damaged by vehicles with loads too high to pass under the bridge. Whether or not intermediate diaphragms play a significant role in reducing the effect of these unusual loading conditions has often been a topic of discussion. A study of the effects of the type and location of intermediate diaphragms in prestressed concrete girder bridges when the bridge girder flanges were subjected to various levels of vertical and horizontal loading was undertaken. The purpose of the research was to determine whether steel diaphragms of any conventional configuration can provide adequate protection to minimize the damage to prestressed concrete girders caused by lateral loads, similar to the protection provided by the reinforced concrete intermediate diaphragms presently being used by the Iowa Department of Transportation. The research program conducted and described in this report included the following: A comprehensive literature search and survey questionnaire were undertaken to define the state-of-the-art in the use of intermediate diaphragms in prestressed concrete girder bridges. A full scale, simple span, restressed concrete girder bridge model, containing three beams was constructed and tested with several types of intermediate diaphragms located at the one-third points of the span or at the mid-span. Analytical studies involving a three-dimensional finite element analysis model were used to provide additional information on the behavior of the experimental bridge. The performance of the bridge with no intermediate diaphragms was quite different than that with intermediate diaphragms in place. All intermediate diaphragms tested had some effect in distributing the loads to the slab and other girders, although some diaphragm types performed better than others. The research conducted has indicated that the replacement of the reinforced concrete intermediate diaphragms currently being used in Iowa with structural steel diaphragms may be possible.

Pile Design and Tests for Integral Abutment Bridges, HR-273, 1987

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.

Decreased thermogenic response to an oral glucose load in older subjects.

The thermogenic response to a 100 g oral glucose load was studied by indirect calorimetry in 13 older persons (age range, 38-68 years) and compared with that of 16 young matched controls of similar body weight (age range, 19-30 years). The glucose-induced thermogenesis measured over 180 min and expressed as a per cent of the energy content of the glucose load was found to be reduced in the older subjects, i.e., 5.8 +/- 0.3 per cent vs 8.6 +/- 0.7 per cent, P less than 0.002). This was also accompanied by a significant decrease in the glucose oxidation rate when averaged over the same three-hour period following the glucose load, i.e., 153 mg/min vs 213 mg/min in the control subjects (P less than 0.001) despite a similar time course of glycemia. This study suggests that the thermogenic response to an oral glucose load is blunted in older people, and this may represent an additional factor that contributes to the decreased energy requirement with age and therefore to the increased propensity to obesity if energy intake is not adjusted.

Pregnancy-associated changes in host permissiveness to metastasis

THESIS SUMMARY : Metastasis is a multistep process involving tumour cell-autonomous features, the host tissue stroma of the primary tumour, the blood or lymphatic system as well as a receptive target organ. Most studies on factors influencing metastasis have concentrated on the characteristics of the disseminating tumour cell and on early steps of metastasis including invasion and angiogenesis. Although these steps are necessary for tumour cells to disseminate, it is the challenges encountered in the later steps of metastasis -survival while in the circulation and engraftment and outgrowth in the target organ -that account for the inefficiency of circulating tumour cells in establishing secondary lesions. Full understanding of the metastatic process therefore requires elucidation of the mechanisms that regulate these late steps, and in particular that determine what makes any given tissue permissive for metastatic tumour growth. To address this issue, we assessed the mechanisms whereby a physiological situation -pregnancy -can alter host permissiveness toward metastasis. We show that pregnant NOD/SCID mice -injected intravenously with tumour cells -develop more metastases than their non-pregnant counterparts irrespective of the tumour cell type. There was no direct effect of pregnancy-related circulating factors on tumour cell proliferation, and subcutaneous tumour growth does not vary between pregnant and nonpregnant animals. However, decreased elimination of tumour cells from the lung microvasculature was observed in pregnant mice, prompting us to assess whether pregnancy-related adaptations in innate immunity could account for this differential clearing. We found that natural killer (NK) cell fractions are decreased in blood and spleen of pregnant mice and that NK cell cytotoxicity is impaired, as reported previously. The use of NK-deficient mice or tumour cell lines resistant to NK killing abrogates the difference in metastasis load between pregnant and virgin mice. CD11 b+ Gr-1+ myeloid-derived suppressor cells (MDSC) have previously been shown to accumulate in tumour-bearing mice and to down-modulate NK activity. Accordingly, we show an increase in MDSC in pregnant mouse blood, spleen, lungs and liver. Depletion of MDSC prior to tumour cell injection decreased metastasis load in pregnant NOD/SCID mice but had no effect on virgin mice. Similarly, adoptive transfer of MDSC extracted from pregnant mice into virgin mice lead to increased metastasis take. In parallel, we investigated whether the lung and liver microenvironments are modified during pregnancy thereby providing a more "permissive soil" for the establishment of metastases. A comparative analysis of microarray data of pregnant mouse lungs and liver with "premetastatic niche" gene expression profiles of these organs shows that similar mechanisms could mediate an increase in lung and liver metastasis in pregnant mice and in mice harbouring an aggressive primary tumour. Several commonly up-regulated genes point towards the recruitment of myeloid cells, consistent with the accumulation of MDSC observed in pregnant mice. MDSC have never been evoked in the context of pregnancy before. Although the role of MDSC in pregnancy requires further investigation we suggest that MDSC accumulation constitutes an important and hitherto unrecognised common denominator of maternal immune tolerance and cancer immune escape. RESUME DE THESE : La métastatisation est un processus en plusieurs étapes qui implique des compétences particulières chez les cellules tumorales, le stroma de la tumeur primaire, les vaisseaux sanguins ou lymphatiques ainsi qu'un organe cible' réceptif. Jusqu'alors, la recherche s'est principalement intéressée aux facteurs qui influencent les étapes précoces de la métastatisation donc aux caractéristiques de la cellule métastatique, et aux processus tels que l'invasion et l'angiogenèse, tandis que peu d'études traitent des étapes tardives tel que la survie dans la circulation sanguine et l'établissement d'une lésion dans l'organe cible. En particulier, l'élucidation des facteurs qui déterminent la permissivité d'un tissu à la greffe de cellules disséminantes est indispensable à la compréhension de ce processus complexe qu'est la métastatisation. Nous proposons ici un modèle de souris récapitulant les étapes tardives de la métastatisation dans un contexte d'une permissivité accrue aux métastases chez la souris gravide, et nous évaluons les mécanismes impliqués. Les souris gestantes développent plus de métastases après l'injection intraveineuse de cellules tumorales, indépendamment du type de tumeur d'origine. Les taux élevés d'hormones et de facteurs de croissance chez la souris gravide n'inflúencent pas la prolifération des cellules tumorales et fa croissance de tumeurs sous-cutanées n'est pas non plus accélérée par la gestation. En revanche, une fois injectées, les cellules tumorales sont éliminées ` moins rapidement des vaisseaux pulmonaires chez la souris gravide que chez les contrôles. Cette observation est compatible avec un effet de la gestation sur l'immunité innée et nous avons mis en évidence une diminution des proportions de cellules NK (natural killer) dans le sang et la rate en particulier, ainsi qu'une cytotoxicité moindre envers des cellules tumorales. En utilisant des souris déficientes en cellules NK ou en injectant des cellules résistantes à l'attaqué par des cellules NK, la différence entre souris gestantes et non-gestantes disparaît. Il a été démontré chez des souris porteuses de tumeurs, que l'accumulation de cellules immunosuppressives de la lignée myélo-monocytaire (ou MDSC pour myeloid-derived suppressor tells) pouvait être responsable d'une inhibition de l'activité de cellules NK. Des nombres augmentés de ces cellules, caractérisées par les marqueurs de surface CD11b et Gr-1, ont été trouvés dans le sang, la rate, les poumons et le foie de souris gravides. Leur rôle dans la métastatisation est démontré par le fait que leur dépletion diminue le nombre de lésions secondaires chez la souris gestante, tandis que leur transfert dans des souris non-gestantes augmente le taux de métastases. L'utilisation de puces à ADN sur les foies et poumons de souris gravides a permis de mettre en évidence des différences d'expression génique proches de celles observées dans l'établissement de niches pré-métastatiques. Ceci suggère que des mécanismes similaires pourraient être responsables d'une permissivité accrue aux métastases chez la souris gravide et chez la souris porteuse d'une tumeur primaire agressive, telle que, en particulier, l'accumulation de cellules immunosuppressives dans les organes cibles. C'est la première fois que l'accumulation de MDSC est évoquée chez la souris gravide et nous proposons ici que celles-ci jouent un rôle dans la tolérance immunitaire envers le foetus et sont responsables de l'échappement de cellules tumorales injectées à la surveillance immunitaire par des cellules NK.

Load Ratings for Standard Bridges, HR-239, 1982

The load ratings for these Standard bridges were calculated in compliance with the 1978 AASHTO Manual for Maintenance Inspection of Bridges, using the appropriate allowable stresses for the materials specified by the Standard plans. Distribution of loads is in compliance with the Manual unless otherwise noted. Except for truss spans, all bridges with roadway widths of 18 ft. or less were rated for one lane of traffic. All 18 ft. roadway truss bridges were rated for both one and two lanes of traffic. All bridges with roadway widths exceeding 18 ft. were rated for two lanes of traffic. If the posting rating for two lane bridges was less than legal, then the bridges were rated for traffic restricted to one lane, or to one lane centered in the roadway, as noted on the summary sheet. The ratings are applicable to bridges built in accordance with the standard plans and which exhibit no significant deterioration or damage to the structural members, and which have no added wearing surface material in excess of that noted on the summary sheets and used in the calculations. The inventory and operating ratings were based upon the standard AASHTO HS20-44 loading. The legal load ratings were based upon the three typical Iowa legal vehicles shown on page 5. The legal load ratings were based upon the maximum allowable Operating Rating stresses specified in the Manual. Refer to notations on the summary sheets for additional qualifications on the load ratings for specific standard bridge series. Load ratings for standard bridges with wood floors must be based upon existing conditions of attachment of the wood flooring to the top flanges of longitudinal steel stringers. The ratings must be reevaluated if the existing lateral support conditions are not in accordance with conditions used for the rating and noted on the summary sheets. Details of most of the standard bridges are included in the three books of "Iowa State Highway Commission, Bridge Standards," issued in June, 1972. Copies of plans for those standard bridges that were rated, and that are not included in the original books of standard plans, are being furnished under separate cover with these rating summaries.

Feasibility Study of Dynamic Overload and Ultimate Load Tests of Full-Scale Highway Bridges, HR-160, 1973

As a result of the construction of the Saylorville Dam and Reservoir on the Des Moines River, six highway bridges are scheduled for removal. Five of these are old high-truss single-lane bridges, each bridge having several simple spans. The other bridge is a fairly modern (1955) double 4-span continuous beam-and-slab composite highway bridge. The availability of these bridges affords an unusual opportunity for study of the behavior of full-scale bridges. Because of the magnitude of the potential testing program, a feasibility study was initiated and the results are presented in this two-part final report. Part I summarizes the findings and Part II presents the supporting detailed information.

Ultimate Load Behavior of Full-Scale Highway Truss Bridges, Summary Report, HR-169, 1975

As a result of the construction of the Saylorville Dam and Reservoir on the Des Moines River, six highway bridges crossing the river were scheduled for removal. One of these, an old pin-connected, high-truss, single-lane bridge, was selected for a comprehensive testing program which included ultimate load tests, service load tests, and a supplementary test program. A second bridge was used for a limited service load test program. The results of the research are detailed in two interim reports. The first interim report outlines the ultimate load tests and the second interim report details the results of the service load and supplementary test program. This report presents a summary of these findings along with recommendations for implementation of the findings.

Effects of regular insulin or insulin LISPRO on glucose metabolism after an oral glucose load in patients with type 2 diabetes mellitus.

Seven obese Type 2 diabetic patients were studied for two 4-h periods after ingestion of a glucose load to determine the effects of preprandial subcutaneous injection of Insulin Lispro (5 min before the meal) or regular insulin (20 min before the meal) on glucose metabolism. Glucose production and utilisation were measured using a dual isotope method. After Lispro, the mean postprandial increase in plasma glucose was 29% lower and the increase in insulin concentration 25% higher than after regular insulin (p < 0.05). Suppression of endogenous glucose production was similar with both types of insulin. Thus, preprandial injection of Lispro reduced postprandial glucose increments in Type 2 diabetic patients as compared to regular insulin. This effect is best explained by the increased postprandial bioavailability of Lispro.

Cost-effective measures for diffuse load abatement in forestry

Abstract

Inbreeding load, bet hedging, and the evolution of sex-biased dispersal

Inbreeding load affects not only the average fecundity of philopatric individuals but also its variance. From bet-hedging theory, this should add further dispersal pressures to those stemming from the mere avoidance of inbreeding. Pressures on both sexes are identical under monogamy or promiscuity. Under polygyny, by contrast, the variance in reproductive output decreases with dispersal rate in females but increases in males, which should induce a female-biased dispersal. To test this prediction, we performed individual-based simulations. From our results, a female-biased dispersal indeed emerges as both polygyny and inbreeding load increase. We conclude that sex-biased dispersal may be selected for as a bet-hedging strategy.

A randomised controlled clinical trial and gait analysis of fixed- and mobile-bearing total knee replacements with a five-year follow-up.

This study compared the outcome of total knee replacement (TKR) in adult patients with fixed- and mobile-bearing prostheses during the first post-operative year and at five years' follow-up, using gait parameters as a new objective measure. This double-blind randomised controlled clinical trial included 55 patients with mobile-bearing (n = 26) and fixed-bearing (n = 29) prostheses of the same design, evaluated pre-operatively and post-operatively at six weeks, three months, six months, one year and five years. Each participant undertook two walking trials of 30 m and completed the EuroQol questionnaire, Western Ontario and McMaster Universities osteoarthritis index, Knee Society score, and visual analogue scales for pain and stiffness. Gait analysis was performed using five miniature angular rate sensors mounted on the trunk (sacrum), each thigh and calf. The study population was divided into two groups according to age (≤ 70 years versus > 70 years). Improvements in most gait parameters at five years' follow-up were greater for fixed-bearing TKRs in older patients (> 70 years), and greater for mobile-bearing TKRs in younger patients (≤ 70 years). These findings should be confirmed by an extended age controlled study, as the ideal choice of prosthesis might depend on the age of the patient at the time of surgery.

Live Load Deflections in a Prestressed Steel Beam Bridge, HR-74, 1963

This report describes the measurement of dynamic (live load) deflections in a 240' x 30' three span continuous prestressed steel bridge, skewed 30 degrees. The design assumptions and prestressing procedure are described briefly, and the instrumentation and loading are discussed. The actual deflections are presented in tabular form, and the deflections due to the design live load are calculated. The maximum deflections are presented as a ratio of the span length, and the further use of prestressed steel beams is recommended.