Integration of Bridge Damage Detection Concepts and Components (3 volumes), TR-636, 2013

This work is divided into three volumes: Volume I: Strain-Based Damage Detection; Volume II: Acceleration-Based Damage Detection; Volume III: Wireless Bridge Monitoring Hardware. Volume I: In this work, a previously-developed structural health monitoring (SHM) system was advanced toward a ready-for-implementation system. Improvements were made with respect to automated data reduction/analysis, data acquisition hardware, sensor types, and communication network architecture. The statistical damage-detection tool, control-chart-based damage-detection methodologies, were further investigated and advanced. For the validation of the damage-detection approaches, strain data were obtained from a sacrificial specimen attached to the previously-utilized US 30 Bridge over the South Skunk River (in Ames, Iowa), which had simulated damage,. To provide for an enhanced ability to detect changes in the behavior of the structural system, various control chart rules were evaluated. False indications and true indications were studied to compare the damage detection ability in regard to each methodology and each control chart rule. An autonomous software program called Bridge Engineering Center Assessment Software (BECAS) was developed to control all aspects of the damage detection processes. BECAS requires no user intervention after initial configuration and training. Volume II: In this work, a previously developed structural health monitoring (SHM) system was advanced toward a ready-for-implementation system. Improvements were made with respect to automated data reduction/analysis, data acquisition hardware, sensor types, and communication network architecture. The objective of this part of the project was to validate/integrate a vibration-based damage-detection algorithm with the strain-based methodology formulated by the Iowa State University Bridge Engineering Center. This report volume (Volume II) presents the use of vibration-based damage-detection approaches as local methods to quantify damage at critical areas in structures. Acceleration data were collected and analyzed to evaluate the relationships between sensors and with changes in environmental conditions. A sacrificial specimen was investigated to verify the damage-detection capabilities and this volume presents a transmissibility concept and damage-detection algorithm that show potential to sense local changes in the dynamic stiffness between points across a joint of a real structure. The validation and integration of the vibration-based and strain-based damage-detection methodologies will add significant value to Iowa’s current and future bridge maintenance, planning, and management Volume III: In this work, a previously developed structural health monitoring (SHM) system was advanced toward a ready-for-implementation system. Improvements were made with respect to automated data reduction/analysis, data acquisition hardware, sensor types, and communication network architecture. This report volume (Volume III) summarizes the energy harvesting techniques and prototype development for a bridge monitoring system that uses wireless sensors. The wireless sensor nodes are used to collect strain measurements at critical locations on a bridge. The bridge monitoring hardware system consists of a base station and multiple self-powered wireless sensor nodes. The base station is responsible for the synchronization of data sampling on all nodes and data aggregation. Each wireless sensor node include a sensing element, a processing and wireless communication module, and an energy harvesting module. The hardware prototype for a wireless bridge monitoring system was developed and tested on the US 30 Bridge over the South Skunk River in Ames, Iowa. The functions and performance of the developed system, including strain data, energy harvesting capacity, and wireless transmission quality, were studied and are covered in this volume.

Field Evaluation of Compaction Monitoring Technology: Phase II Volumes 1 and 2, TR-495, 2006

This report documents an extensive field program carried out to identify the relationships between soil engineering properties, as measured by various in situ devices, and the results of machine compaction monitoring using prototype compaction monitoring technology developed by Caterpillar Inc. Primary research tasks for this study include the following: (1) experimental testing and statistical analyses to evaluate machine power in terms of the engineering properties of the compacted soil (e.g., density, strength, stiffness) and (2) recommendations for using the compaction monitoring technology in practice. The compaction monitoring technology includes sensors that monitor the power consumption used to move the compaction machine, an on-board computer and display screen, and a GPS system to map the spatial location of the machine. In situ soil density, strength, and stiffness data characterized the soil at various stages of compaction. For each test strip or test area, in situ soil properties were compared directly to machine power values to establish statistical relationships. Statistical models were developed to predict soil density, strength, and stiffness from the machine power values. Field data for multiple test strips were evaluated. The R2 correlation coefficient was generally used to assess the quality of the regressions. Strong correlations were observed between averaged machine power and field measurement data. The relationships are based on the compaction model derived from laboratory data. Correlation coefficients (R2) were consistently higher for thicker lifts than for thin lifts, indicating that the depth influencing machine power response exceeds the representative lift thickness encountered under field conditions. Caterpillar Inc. compaction monitoring technology also identified localized areas of an earthwork project with weak or poorly compacted soil. The soil properties at these locations were verified using in situ test devices. This report also documents the steps required to implement the compaction monitoring technology evaluated.

VOLUMES RELIES du Cabinet des titres : recherches de noblesse, armoriaux, preuves, histoires généalogiques. Terrier de la seigneurie de Louverny, relevant du comté de Rethel, fait pour Gracien de Bournonville. (1539).

Copie collationnée faite en 1573, suivie de quelques autres pièces concernant la même seigneurie.

Eficiência de diferentes volumes e concentrações de calda para quebra de dormência na macieira cultivar 'Gala'

Este trabalho teve como objetivo avaliar a eficiência dos diferentes volumes de calda --340, 450, 1.000, 1.350 L/ha -- em duas concentrações de óleo mineral (OM) + cianamida hidrogenada (CH) -- 30+3 e 50+5 L/ha, respectivamente -- em macieira da cultivar Gala. Os resultados mostraram que nos anos com, pelo menos, 800 unidades de frio, todos os volumes e concentrações foram eficientes, exceto o de 340 L/ha, na concentração de 30+3 L/ha de OM+CH. Nos anos com menos de 800 unidades de frio, os melhores resultados foram com a concentração de 50+5 L/ha de OM+CH, em todos os volumes testados.

Efeito de diferentes volumes de calda no raleio químico de frutos da macieira 'Gala'

O objetivo deste trabalho foi comparar a eficiência de diferentes volumes de calda de raleantes químicos em plantas de macieira (Malus domestica Borkh), cultivar Gala. Foram utilizados o ácido naftalenoacético (ANA) (15 g/ha de i.a.) e o carbaryl (1naftilNmetilcarbamato) (1.000 g/ha de i.a.) aplicando-se 16, 300, 430, 950, 1.300 e 1.900 L/ha de calda. O ANA foi aplicado cinco dias após a plena floração (DAPF), e o carbaryl, aos 15 DAPF. O volume de calda não parece ter sidoo fator mais importante para a eficiência do raleio: os tratamentos utilizados provocaram respostas semelhantes nas plantas. O peso e a porcentagem de frutas >66 mm, em todos os tratamentos, com exceção de 430 L/ha, foram maiores do que os da testemunha, mas não diferiram entre si.

Evaluation of Steel Bridges, Volumes I & II, TR-493, 2007

This report is divided into two volumes. This volume (Volume I) summarizes a structural health monitoring (SHM) system that was developed for the Iowa DOT to remotely and continuously monitor fatigue critical bridges (FCB) to aid in the detection of crack formation. The developed FCB SHM system enables bridge owners to remotely monitor FCB for gradual or sudden damage formation. The SHM system utilizes fiber bragg grating (FBG) fiber optic sensors (FOSs) to measure strains at critical locations. The strain-based SHM system is trained with measured performance data to identify typical bridge response when subjected to ambient traffic loads, and that knowledge is used to evaluate newly collected data. At specified intervals, the SHM system autonomously generates evaluation reports that summarize the current behavior of the bridge. The evaluation reports are collected and distributed to the bridge owner for interpretation and decision making. Volume II summarizes the development and demonstration of an autonomous, continuous SHM system that can be used to monitor typical girder bridges. The developed SHM system can be grouped into two main categories: an office component and a field component. The office component is a structural analysis software program that can be used to generate thresholds which are used for identifying isolated events. The field component includes hardware and field monitoring software which performs data processing and evaluation. The hardware system consists of sensors, data acquisition equipment, and a communication system backbone. The field monitoring software has been developed such that, once started, it will operate autonomously with minimal user interaction. In general, the SHM system features two key uses. First, the system can be integrated into an active bridge management system that tracks usage and structural changes. Second, the system helps owners to identify damage and deterioration.

Table analytique et raisonnée des matieres contenues dans les XXXIII volumes in-folio du "Dictionnaire des sciences, des arts et des métiers" et dans son "Supplément"... ([Reprod.]) / [par P. Mouchon]

Collection : Archives de la linguistique française ; 120

Germinação de sementes e crescimento inicial de maracujazeiros irrigados com água salina em diferentes volumes de substrato

No período de novembro de 2000 e fevereiro de 2001, estudaram-se os efeitos da salinidade da água de irrigação aos níveis de 0,5; 1,0; 2,0; 3,0; 4,5 e 6,0 dS m-1 e dos volumes de substrato: 0,34 e 1,41 L sobre a germinação de sementes e algumas variáveis de crescimento inicial em plantas de maracujá-amarelo e roxo (Passiflora edulis f. flavicarpa Deg). Os resultados mostraram que, independentemente da cultivar, apesar de a água salina inibir a germinação e o desenvolvimento das plantas, os efeitos foram mais danosos nos tratamentos com menor volume do substrato. Ambos os genótipos sofreram mais a ação da salinidade durante o crescimento inicial avaliado pela altura, diâmetro do caule, área foliar, crescimento da raiz principal e biomassa das raízes e parte aérea, que por ocasião da germinação das sementes. As mudas irrigadas com águas de condutividade elétrica superior a 1,0 dS m-1 não apresentaram qualidade para plantio.

Delay-sensitive and delay-insensitive deconvolution perfusion-CT: similar ischemic core and penumbra volumes if appropriate threshold selected for each.

INTRODUCTION: Perfusion-CT (PCT) processing involves deconvolution, a mathematical operation that computes the perfusion parameters from the PCT time density curves and an arterial curve. Delay-sensitive deconvolution does not correct for arrival delay of contrast, whereas delay-insensitive deconvolution does. The goal of this study was to compare delay-sensitive and delay-insensitive deconvolution PCT in terms of delineation of the ischemic core and penumbra. METHODS: We retrospectively identified 100 patients with acute ischemic stroke who underwent admission PCT and CT angiography (CTA), a follow-up vascular study to determine recanalization status, and a follow-up noncontrast head CT (NCT) or MRI to calculate final infarct volume. PCT datasets were processed twice, once using delay-sensitive deconvolution and once using delay-insensitive deconvolution. Regions of interest (ROIs) were drawn, and cerebral blood flow (CBF), cerebral blood volume (CBV), and mean transit time (MTT) in these ROIs were recorded and compared. Volume and geographic distribution of ischemic core and penumbra using both deconvolution methods were also recorded and compared. RESULTS: MTT and CBF values are affected by the deconvolution method used (p < 0.05), while CBV values remain unchanged. Optimal thresholds to delineate ischemic core and penumbra are different for delay-sensitive (145 % MTT, CBV 2 ml × 100 g(-1) × min(-1)) and delay-insensitive deconvolution (135 % MTT, CBV 2 ml × 100 g(-1) × min(-1) for delay-insensitive deconvolution). When applying these different thresholds, however, the predicted ischemic core (p = 0.366) and penumbra (p = 0.405) were similar with both methods. CONCLUSION: Both delay-sensitive and delay-insensitive deconvolution methods are appropriate for PCT processing in acute ischemic stroke patients. The predicted ischemic core and penumbra are similar with both methods when using different sets of thresholds, specific for each deconvolution method.

CRESCIMENTO, DESENVOLVIMENTO E PRODUÇÃO DE MORANGUEIRO A PARTIR DE MUDAS COM DIFERENTES VOLUMES DE TORRÃO

RESUMO O objetivo deste estudo foi avaliar a influência do volume de alvéolos em bandejas no crescimento, no desenvolvimento de mudas e na produção de frutas do morangueiro. Os tratamentos consistiram em quatro volumes de alvéolos (50; 100; 180 e 312 mL) e duas cultivares (‘Camarosa’ e ‘Aromas’), em delineamento experimental de blocos ao acaso, com quatro repetições, nove plantas por parcela, conduzido no período entre abril e dezembro de 2011. Avaliaram-se os seguintes parâmetros: qualidade, crescimento, desenvolvimento das mudas e produção de frutas. Mudas com torrão produzidas em recipientes com maior volume de alvéolos proporcionaram maior precocidade e produção, em decorrência do maior diâmetro da coroa e a massa seca de parte aérea e raízes. Obteve-se correlação significativa entre a massa seca de raízes, massa seca da parte aérea e o diâmetro da coroa com a produção precoce de frutas. A qualidade da muda influencia diretamente na precocidade e na produção de frutas de morangueiro.