Sistema PIER e Gest??o por Resultados: painel de indicadores estrat??gicos)

O trabalho aborda uma pr??tica de gest??o empresarial que tem como principal apoio um tipo de instrumento pouco utilizado nessa atividade: o PIER (Painel de Indicadores Estrat??gicos de Resultados) ??? um sistema desenvolvido para dar apoio ?? gest??o empresarial no acompanhamento do desempenho dos indicadores estrat??gicos da organiza????o, viabilizando a an??lise cr??tica do desempenho e a tomada de decis??o para o sucesso da administra????o empresarial, pela sua estrat??gia de atua????o predefinida. As principais caracter??sticas do sistema s??o a simplicidade, a facilidade de implementa????o, a manuten????o e a adapta????o e o custo baixo, por ser baseado em software livre. A aplica????o da pr??tica apoiada pelo sistema garantiu melhorias significativas em diversos resultados da organiza????o, em especial nos resultados de atendimento do ambientes de TI

El Evangelio según San Mateo : una adaptación cinematográfica de Pier Paolo

El Evangelio según San Mateo una adapatación cinematográfica de Pier Paolo Pasolini Este trabajo tiene tres partes, en la primera parte se describe la adaptación fílmica: mencionando diferentes clases de adaptaciones, tales como la adaptación fiel, la adaptación libre, la adaptación prestada y otros. Dando especial énfasis a la relación entre texto y obra cinematográfica, comparando sus distintas expresiones artísticas. En la segunda parte se presenta al poeta Pier Paolo Pasolini como cineasta, vislumbrando sus películas más importantes, analizando y exponiendo las diferentes etapas en su desarrollo como cineasta. El tercer capitulo se centra en la película “El Evangelio según San Mateo “de Pier Paolo Pasolini. Utilizando el guion de dicho director se compara su creación cinematográfica con el arte pictórico, facilitando a Pier Paolo Pasolini desarrollar un nuevo lenguaje cinematográfico, conocido como la sacralidad técnica.

Evaluation of Concrete Sealers for Use on Bridge Pier Tops and Abutments, R-242, 1971

Many reports have been written concerning investigations of concrete sealants. The primary concern of most investigators is the protection of bridge decks from de-icing chemicals which cause surface scaling and, when allowed to permeate to reinforcing steel, result in deep spalling and general concrete deterioration. The problem of protecting abutments and pier tops from salt solutions entails a significantly different approach than the problem of protecting bridge decks. The epoxy resins become eligible as a protective material since one need not be concerned with slipperiness or its abrasive characteristics. Protection with linseed oil at regular intervals would prove bothersome because of the inaccessibility of pier tops after the deck is placed. The primary purpose of this investigation was to evaluate various commercial products in terms of their ability to prevent concrete scaling of bridge abutments and pier tops which are subject to salt water deterioration.

Autonomous Measurements of Bridge Pier and Abutment Scour using Motion-Sensing Radio Transmitters, TR-595, 2010

Two portable Radio Frequency IDentification (RFID) systems (made by Texas Instruments and HiTAG) were developed and tested for bridge scour monitoring by the Department of Civil and Environmental Engineering at the University of Iowa (UI). Both systems consist of three similar components: 1) a passive cylindrical transponder of 2.2 cm in length (derived from transmitter/responder); 2) a low frequency reader (~134.2 kHz frequency); and 3) an antenna (of rectangular or hexagonal loop). The Texas Instruments system can only read one smart particle per time, while the HiTAG system was successfully modified here at UI by adding the anti-collision feature. The HiTAG system was equipped with four antennas and could simultaneously detect 1,000s of smart particles located in a close proximity. A computer code was written in C++ at the UI for the HiTAG system to allow simultaneous, multiple readouts of smart particles under different flow conditions. The code is written for the Windows XP operational system which has a user-friendly windows interface that provides detailed information regarding the smart particle that includes: identification number, location (orientation in x,y,z), and the instance the particle was detected.. These systems were examined within the context of this innovative research in order to identify the best suited RFID system for performing autonomous bridge scour monitoring. A comprehensive laboratory study that included 142 experimental runs and limited field testing was performed to test the code and determine the performance of each system in terms of transponder orientation, transponder housing material, maximum antenna-transponder detection distance, minimum inter-particle distance and antenna sweep angle. The two RFID systems capabilities to predict scour depth were also examined using pier models. The findings can be summarized as follows: 1) The first system (Texas Instruments) read one smart particle per time, and its effective read range was about 3ft (~1m). The second system (HiTAG) had similar detection ranges but permitted the addition of an anti-collision system to facilitate the simultaneous identification of multiple smart particles (transponders placed into marbles). Therefore, it was sought that the HiTAG system, with the anti-collision feature (or a system with similar features), would be preferable when compared to a single-read-out system for bridge scour monitoring, as the former could provide repetitive readings at multiple locations, which could help in predicting the scour-hole bathymetry along with maximum scour depth. 2) The HiTAG system provided reliable measures of the scour depth (z-direction) and the locations of the smart particles on the x-y plane within a distance of about 3ft (~1m) from the 4 antennas. A Multiplexer HTM4-I allowed the simultaneous use of four antennas for the HiTAG system. The four Hexagonal Loop antennas permitted the complete identification of the smart particles in an x, y, z orthogonal system as function of time. The HiTAG system can be also used to measure the rate of sediment movement (in kg/s or tones/hr). 3) The maximum detection distance of the antenna did not change significantly for the buried particles compared to the particles tested in the air. Thus, the low frequency RFID systems (~134.2 kHz) are appropriate for monitoring bridge scour because their waves can penetrate water and sand bodies without significant loss of their signal strength. 4) The pier model experiments in a flume with first RFID system showed that the system was able to successfully predict the maximum scour depth when the system was used with a single particle in the vicinity of pier model where scour-hole was expected. The pier model experiments with the second RFID system, performed in a sandbox, showed that system was able to successfully predict the maximum scour depth when two scour balls were used in the vicinity of the pier model where scour-hole was developed. 5) The preliminary field experiments with the second RFID system, at the Raccoon River, IA near the Railroad Bridge (located upstream of 360th street Bridge, near Booneville), showed that the RFID technology is transferable to the field. A practical method would be developed for facilitating the placement of the smart particles within the river bed. This method needs to be straightforward for the Department of Transportation (DOT) and county road working crews so it can be easily implemented at different locations. 6) Since the inception of this project, further research showed that there is significant progress in RFID technology. This includes the availability of waterproof RFID systems with passive or active transponders of detection ranges up to 60 ft (~20 m) within the water–sediment column. These systems do have anti-collision and can facilitate up to 8 powerful antennas which can significantly increase the detection range. Such systems need to be further considered and modified for performing automatic bridge scour monitoring. The knowledge gained from the two systems, including the software, needs to be adapted to the new systems.

Métafiction et érotisme dans trois romans contemporains : A Sport and a Pastime de James Salter, Teorema de Pier Paolo Pasolini et Trou de mémoire d'Hubert Aquin

Cette thèse prend son point de départ d'une théorie élaborée par Linda Hutcheon. Elle propose que la métafiction est souvent exploitée à travers quatre genres. L’un deux est l'érotisme. Ainsi, à partir de cette idée, cet ouvrage va examiner plus profondément les liens et les implications entre ce concept de la métafiction, qui sera revu et résumé, et l'érotisme. Les trois romans choisis, A Sport and a Pastime de James Salter, Teorema de Pier Paolo Pasolini et Trou de mémoire de Hubert Aquin, serviront de lieux d'analyse afin de révéler le rapport étroit qu'entretiennent la métafiction et l'érotisme.

I killed my father, I ate human flesh, I quiver with joy: an obsession with Pier Paolo Pasolini

Group show, curated by Invisible Exports Gallery. Featuring work by Michael Bilsborough, Lizzi Bougatsos, BREYER P-ORRIDGE, Asger Carlsen, Troels Carlsen, Walt Cassidy, Andy Coolquitt, Vaginal Davis, Carlton DeWoody, Joey Frank, Paul Gabrielli, Ludovica Gioscia, Luis Gispert, Terence Hannum, Karen Heagle, Timothy Hull, Doug Ischar, Brian Kenny, Jeremy Kost, Aaron Krach, Yeni Mao, Leigha Mason, Mark McCoy, Robert Melee, Lucas Michael, Jennifer Needleman, Brent Owens, Paul P., Paolo Di Paolo, Franklin Preston, John Russell, Xaviera Simmons, Duston Spear, Scott Treleaven, Ramon Vega, Jordan Wolfson, Dustin Yellin

Pier Luigi Nervi architetture voltate Verso nuove strutture

L’ingegner Pier Luigi Nervi (1891-1979), progettista, costruttore e teorico del “Costruire Correttamente”, ha intrapreso un proprio esclusivo percorso professionale che ha decretato negli anni una notevole fortuna critica fino a un sostanziale oblio dopo la sua morte. La presente ricerca di dottorato intende approfondire le tematiche legate a una significativa tipologia strutturale che ha contrassegnato il percorso professionale di Pier Luigi Nervi: le architetture voltate. Cupole, volte e coperture geodetiche rappresentano il sistema ottimale con il quale Nervi ha perseguito una personale ricerca mirata alla definizione di grandi luci di copertura a spessore ridotto. Questi sistemi di copertura rappresentano per Nervi la miglior espressione architettonica in quanto perfetta sintesi tra funzioni statiche e esigenze economiche. Le parole chiave per definire l’ambito di studio possono essere cosi riepilogate: sperimentazione/variazione sul tema/primato della grande luce/nuove strutture. La tesi intende indagare i tentativi di rinnovamento che, a partire dagli anni sessanta, spingono Pier Luigi Nervi a sperimentare l’applicazione di nuovi materiali come l’alluminio in sostituzione totale o parziale di un sistema costruttivo, quello del ferrocemento, che ha contraddistinto la maggior parte delle sue opere decretandone il successo. La testimonianza di questa intransigenza, legata all’etica del costruire secondo i principi di naturalezza e razionalità, costantemente riaffermata da Nervi nelle sue diverse pubblicazioni, è sorprendentemente disattesa nella ricerca sulle nuove strutture. Queste strutture, sperimentate senza successo in considerazione della loro mancata concreta attuazione, rivelano un complesso di singolarità capace di porre in discussione quell’intransigenza a cui Nervi ha fedelmente dichiarato di attenersi. La lettura critica del progetto di concorso per il Kuwait Sports Centre, elaborato nel 1968, contiene la sintesi di tutte le parole chiave della ricerca. Scopo della presente tesi è documentare circostanze, innovazioni e anomalie che hanno accompagnato Pier Luigi Nervi nella definizione di nuove strutture voltate.

Boundary condition identification of a bridge pier using experimental data and FEM modal updating

Over the past twenty years, new technologies have required an increasing use of mathematical models in order to understand better the structural behavior: finite element method is the one mostly used. However, the reliability of this method applied to different situations has to be tried each time. Since it is not possible to completely model the reality, different hypothesis must be done: these are the main problems of FE modeling. The following work deals with this problem and tries to figure out a way to identify some of the unknown main parameters of a structure. This main research focuses on a particular path of study and development, but the same concepts can be applied to other objects of research. The main purpose of this work is the identification of unknown boundary conditions of a bridge pier using the data acquired experimentally with field tests and a FEM modal updating process. This work doesn’t want to be new, neither innovative. A lot of work has been done during the past years on this main problem and many solutions have been shown and published. This thesis just want to rework some of the main aspects of the structural optimization process, using a real structure as fitting model.

Caroglio, Pier Giovanni. Tecnología de los aceites vegetales. 1950. Edición de la Universidad Nacional de Cuyo. Mendoza.

Fil: Universidad Nacional de Cuyo. Facultad de Ciencias Agrarias. Comisión de Revista.

Report of the board of directors of the Catalinas Warehouses and Pier Joint Stock Company.

Mode of access: Internet.