Desfasador de dos estats

El projecte es basa en el disseny i la fabricació d’un circuit desfasador, amb una entrada i una sortida, que commuta entre dos estats, un estat amb desfasament de 180º i l’altre sense desfasament. El circuit es dissenya amb microstrip,per una fc=5GHz. S’intenten obtenir les millors característiques per aquest disseny, és a dir, bon ample de banda i pèrdues per inserció baixes, acompanyat d’una bona resposta en les relacions de magnitud i fase. Es segueixen diferents etapes de disseny, on es comença per un model simple i s’avança en complexitat, afegint els nous components que acabaran conformant el circuit final. Després del disseny es passa a la fabricació del circuit, per veure el seu funcionament real. La memòria recull i ordena la informació obtinguda a través d’aquest procés, intentant mostrar-la de manera clara, per tal de seguir el procés de disseny realitzat, i així poder interpretar els resultats obtinguts. L’objectiu final és veure com es comporta el circuit dissenyat i definir les pautes a seguir per millorar-lo en un futur.

Redirecting NK cells mediated tumor cell lysis by a new recombinant bifunctional protein.

Natural killer (NK) cells are at the crossroad between innate and adaptive immunity and play a major role in cancer immunosurveillance. NK cell stimulation depends on a balance between inhibitory and activating receptors, such as the stimulatory lectin-like receptor NKG2D. To redirect NK cells against tumor cells, we designed bifunctional proteins able to specifically bind tumor cells and to induce their lysis by NK cells, after NKG2D engagement. To this aim, we used the 'knob into hole' heterodimerization strategy, in which 'knob' and 'hole' variants were generated by directed mutagenesis within the CH3 domain of human IgG1 Fc fragments fused to an anti-CEA or anti-HER2 scFv or to the H60 murine ligand of NKG2D, respectively. We demonstrated the capacity of the bifunctional proteins produced to specifically coat tumor cells surface with H60 ligand. Most importantly, we demonstrated that these bifunctional proteins were able to induce an NKG2D-dependent and antibody-specific tumor cell lysis by murine NK cells. Overall, the results show the possibility to redirect NK cytotoxicity to tumor cells by a new format of recombinant bispecific antibody, opening the way of potential NK cell-based cancer immunotherapies by specific activation of the NKG2D receptor at the tumor site.

Highways and Your Land, January 2006

For most people, highway engineering, design and right of way acquisition are not of immediate concern. However, when you own or rent property that will be affected by highway construction, you begin to consider road building from a different and personal viewpoint Right of way is the land on which highways are built. The amount of land needed depends on the engineering standards that must be met for the type of highway that will be built or improved. This booklet will acquaint property owners, tenants and the public with the procedures the Iowa Department of Transportation follows in acquiring right of way for a highway. It is not a source of technical definitions or legal advice. Further, it is not intended to establish a legal standard.

Application of Visualization and Simulation Program to Improve Work Zone Safety and Mobility, January 2010

A previous study sponsored by the Smart Work Zone Deployment Initiative, “Feasibility of Visualization and Simulation Applications to Improve Work Zone Safety and Mobility,” demonstrated the feasibility of combining readily available, inexpensive software programs, such as SketchUp and Google Earth, with standard two-dimensional civil engineering design programs, such as MicroStation, to create animations of construction work zones. The animations reflect changes in work zone configurations as the project progresses, representing an opportunity to visually present complex information to drivers, construction workers, agency personnel, and the general public. The purpose of this study is to continue the work from the previous study to determine the added value and resource demands created by including more complex data, specifically traffic volume, movement, and vehicle type. This report describes the changes that were made to the simulation, including incorporating additional data and converting the simulation from a desktop application to a web application.

Highways and Your Land, January 2011

For most people, highway engineering, design and right of way acquisition are not of immediate concern. However, when you own or rent property that will be affected by highway construction, you begin to consider road building from a different and personal viewpoint. Right of way is the land on which highways are built. The amount of land needed depends on the engineering standards that must be met for the type of highway that will be built or improved. This booklet will acquaint property owners, tenants and the public with the procedures the Iowa Department of Transportation follows in acquiring right of way for a highway. It is not a source of technical definitions or legal advice. Further, it is not intended to establish a legal standard.

Laboratory Performance Evaluation of CIR-Emulsion and it Comparison Against CIR-Form Test Result from Phase II, Final Report TR-578 Phase III, December 2009

Currently, no standard mix design procedure is available for CIR-emulsion in Iowa. The CIR-foam mix design process developed during the previous phase is applied for CIR-emulsion mixtures with varying emulsified asphalt contents. Dynamic modulus test, dynamic creep test, static creep test and raveling test were conducted to evaluate the short- and long-term performance of CIR-emulsion mixtures at various testing temperatures and loading conditions. A potential benefit of this research is a better understanding of CIR-emulsion material properties in comparison with those of CIR-foam material that would allow for the selection of the most appropriate CIR technology and the type and amount of the optimum stabilization material. Dynamic modulus, flow number and flow time of CIR-emulsion mixtures using CSS-h were generally higher than those of HFMS-2p. Flow number and flow time of CIR-emulsion using RAP materials from Story County was higher than those from Clayton County. Flow number and flow time of CIR-emulsion with 0.5% emulsified asphalt was higher than CIR-emulsion with 1.0% or 1.5%. Raveling loss of CIR-emulsion with 1.5% emulsified was significantly less than those with 0.5% and 1.0%. Test results in terms of dynamic modulus, flow number, flow time and raveling loss of CIR-foam mixtures are generally better than those of CIR-emulsion mixtures. Given the limited RAP sources used for this study, it is recommended that the CIR-emulsion mix design procedure should be validated against several RAP sources and emulsion types.

Thin Maintenance Surfaces - Phase II, TR-435, 2003

In recent years there has been renewed interest in using preventive maintenance techniques to extend pavement life and to ensure low life cycle costs for our road infrastructure network. Thin maintenance surfaces can be an important part of a preventive maintenance program for asphalt cement concrete roads. The Iowa Highway Research Board has sponsored Phase Two of this research project to demonstrate the use of thin maintenance surfaces in Iowa and to develop guidelines for thin maintenance surface uses that are specific to Iowa. This report documents the results of test section construction and monitoring started in Phase One and continued in Phase Two. The report provides a recommended seal coat design process based on the McLeod method and guidance on seal coat aggregates and binders. An update on the use of local aggregates for micro-surfacing in Iowa is included. Winter maintenance guidelines for thin maintenance surfaces are reported herein. Finally, Phase One's interim, qualitative thin maintenance surface guidelines are supplemented with Phase two's revised, quantitative guidelines. When thin maintenance surfaces are properly selected and applied, they can improve the pavement surface condition index and the skid resistance of pavements. For success to occur, several requirements must be met, including proper material selection, design, application rate, workmanship, and material compatibility, as well as favorable weather during application and curing. Specific guidance and recommendations for many types of thin maintenance surfaces and conditions are included in the report.

Iowa’s Bridge and Highway Climate Change and Extreme Weather Vulnerability Assessment Pilot, HEPN-707, 2015

The Iowa Department of Transportation (DOT) is responsible for approximately 4,100 bridges and structures that are a part of the state’s primary highway system, which includes the Interstate, US, and Iowa highway routes. A pilot study was conducted for six bridges in two Iowa river basins—the Cedar River Basin and the South Skunk River Basin—to develop a methodology to evaluate their vulnerability to climate change and extreme weather. The six bridges had been either closed or severely stressed by record streamflow within the past seven years. An innovative methodology was developed to generate streamflow scenarios given climate change projections. The methodology selected appropriate rainfall projection data to feed into a streamflow model that generated continuous peak annual streamflow series for 1960 through 2100, which were used as input to PeakFQ to estimate return intervals for floods. The methodology evaluated the plausibility of rainfall projections and credibility of streamflow simulation while remaining consistent with U.S. Geological Survey (USGS) protocol for estimating the return interval for floods. The results were conveyed in an innovative graph that combined historical and scenario-based design metrics for use in bridge vulnerability analysis and engineering design. The pilot results determined the annual peak streamflow response to climate change likely will be basin-size dependent, four of the six pilot study bridges would be exposed to increased frequency of extreme streamflow and would have higher frequency of overtopping, the proposed design for replacing the Interstate 35 bridges over the South Skunk River south of Ames, Iowa is resilient to climate change, and some Iowa DOT bridge design policies could be reviewed to consider incorporating climate change information.

MyTopRoom : Aplicación para Android: Buscador de ofertas de hoteles

El objetivo de este proyecto es el desarrollo de una aplicación móvil para dispositivos con sistema operativo Android que permita la búsqueda de ofertas de hotel de una forma diferente a las actuales. Para ello se ha empleado el modelo del ciclo de vida en cascada, con las fases de análisis, diseño, construcción y pruebas del sistema desarrollado. El software final sigue una arquitectura de tipo cliente/servidor y ha sido realizado con Java como lenguaje base de programación, haciendo uso de algunas librerías como Apache HTTP Request para las conexiones con el servidor remoto como las propias de Android, que facilitan la creación de interfaces gráficas y la gestión de los recursos de los dispositivos en el desarrollo de aplicaciones móviles.

Laboratory Performance Evaluation of CIR-Emulsion and its Comparison Against CIR-Foam Test Results from Phase 2, TR-474, 2009

Currently, no standard mix design procedure is available for CIR-emulsion in Iowa. The CIR-foam mix design process developed during the previous phase is applied for CIR-emulsion mixtures with varying emulsified asphalt contents. Dynamic modulus test, dynamic creep test, static creep test and raveling test were conducted to evaluate the short- and long-term performance of CIR-emulsion mixtures at various testing temperatures and loading conditions. A potential benefit of this research is a better understanding of CIR-emulsion material properties in comparison with those of CIR-foam material that would allow for the selection of the most appropriate CIR technology and the type and amount of the optimum stabilization material. Dynamic modulus, flow number and flow time of CIR-emulsion mixtures using CSS- 1h were generally higher than those of HFMS-2p. Flow number and flow time of CIR-emulsion using RAP materials from Story County was higher than those from Clayton County. Flow number and flow time of CIR-emulsion with 0.5% emulsified asphalt was higher than CIR-emulsion with 1.0% or 1.5%. Raveling loss of CIR-emulsion with 1.5% emulsified was significantly less than those with 0.5% and 1.0%. Test results in terms of dynamic modulus, flow number, flow time and raveling loss of CIR-foam mixtures are generally better than those of CIR-emulsion mixtures. Given the limited RAP sources used for this study, it is recommended that the CIR-emulsion mix design procedure should be validated against several RAP sources and emulsion types.

Development of LRFD Procedures for Bridge Pile Foundations in Iowa Volume III: Recommended Resistance Factors with Consideration of Construction Control and Setup, TR-584, 2012

The Federal Highway Administration (FHWA) mandated utilizing the Load and Resistance Factor Design (LRFD) approach for all new bridges initiated in the United States after October 1, 2007. As a result, there has been a progressive move among state Departments of Transportation (DOTs) toward an increased use of the LRFD in geotechnical design practices. For the above reasons, the Iowa Highway Research Board (IHRB) sponsored three research projects: TR-573, TR-583 and TR-584. The research information is summarized in the project web site (http://srg.cce.iastate.edu/lrfd/). Two reports of total four volumes have been published. Report volume I by Roling et al. (2010) described the development of a user-friendly and electronic database (PILOT). Report volume II by Ng et al. (2011) summarized the 10 full-scale field tests conducted throughout Iowa and data analyses. This report presents the development of regionally calibrated LRFD resistance factors for bridge pile foundations in Iowa based on reliability theory, focusing on the strength limit states and incorporating the construction control aspects and soil setup into the design process. The calibration framework was selected to follow the guidelines provided by the American Association of State Highway and Transportation Officials (AASHTO), taking into consideration the current local practices. The resistance factors were developed for general and in-house static analysis methods used for the design of pile foundations as well as for dynamic analysis methods and dynamic formulas used for construction control. The following notable benefits to the bridge foundation design were attained in this project: 1) comprehensive design tables and charts were developed to facilitate the implementation of the LRFD approach, ensuring uniform reliability and consistency in the design and construction processes of bridge pile foundations; 2) the results showed a substantial gain in the factored capacity compared to the 2008 AASHTO-LRFD recommendations; and 3) contribution to the existing knowledge, thereby advancing the foundation design and construction practices in Iowa and the nation.

07025-010 College Creek Watershed Final Report

With this application, the College Creek sub-watershed in Ames represents both regional collaboration and locally directed action to improve an Iowa watershed. Already completed watershed assessment identified more than 4000 tons/yr of sediment delivered from within the Ames city limits due to degraded stream conditions. The water quality enhancement goal of this project is reducing sediment delivery specifically from unstable streambanks and degrading stream channels on College Creek, one of 4 Ames tributaries to Squaw Creek. The project will also redirect urban storm water runoff into engineered infiltration systems, intercepting it from storm drains entering College Creek. This application builds on storm water runoff demonstration projects and research already funded in the College Creek sub-watershed by EPA Region 7 and Iowa DNR. Public outreach, one of the key elements of this project, is built into every phase from engineering design feedback to construction. Innovative neighborhood learning circles are utilized to educate residents and share public feedback with project engineers to ensure that project elements are both technically appropriate and socially acceptable. All practices proposed in this project -stream stabilization, storm water infiltration, and neighborhood learning circle techniques-have already been successfully demonstrated in the College Creek sub-watershed by the City of Ames in partnership with Iowa State University.

Re-usable ASIC integrationverification software architecture

Mikropiirien valmistus- ja suunnittelutekniikoiden kehittyminen mahdollistaa yhä monimutkaisempien mikropiirien valmistamisen. Piirien verifioinnista onkin tullut prosessin aikaa vievin osa,sillä kompleksisuuden kasvaessa kasvaa verifioinnin tarve eksponentiaalisesti. Vaikka erinäisiä strategioita piirien integroinnin verifiointiin on esitetty, mm. verifioinnin jakaminen koko suunnitteluprosessin ajalle, jopa yli puolet koko piirin suunnitteluun ja valmistukseen käytetystä työmäärästä kuluu verifiointiin. Uudelleenkäytettävät komponentit ovat pääosassa piirin suunnittelussa, mutta verifioinnissa uudelleenkäytettävyyttä ei ole otettu kunnolla käyttöön ainakaan verifiointiohjelmistojen osalta. Tämä diplomityö esittelee uudelleenkäytettävän mikropiirien verifiointiohjelmistoarkkitehtuurin, jolla saadaan verifiointitaakkaa vähennettyä poistamalla verifioinnissa käytettävien ohjelmistojen uudelleensuunnittelun ja toteuttamisen tarvetta.

Paalutuskoneen vakavuuslaskennan kehittäminen

Tässä diplomityössä tutkitaan paalutuskoneen stabiliteetti- elivakavuuslaskennan toteuttamista yleisesti käytetyn monikappaledynamiikan ohjelmiston avulla. Vakavuuslaskenta kuuluu olennaisena osana paalutuskoneen suunnitteluun ja siitä saadut tulokset asettavat rajat massoille, joita paalutuskone pystyy turvallisesti käsittelemään. Tutkittavana kohteena oli uudentyyppinen poraavapaalutuskone, josta saatiin myös todellista mittaustietoa työssä laaditun simulointimallin toimivuuden arvioimiseksi. Työssä kokeiltiin erityisesti ohjelmiston tarjoamia keinoja laskentaprosessin yksinkertaistamiseksi jasimulointimallin käytön helpottamiseksi. Koska simulointimalli haluttiin säilyttää mahdollisimman yksinkertaisena, porakoneen komponentit mallinnettiin jäykkinä. Mallin ratkaisussa käytettiin staattista ja kvasistaattista analyysia. Dynaamisten voimien vaikutus porakoneeseen otettiin mallissa huomioon lisäämällä massakeskipisteisiin vastaavat pistevoimat.

Kontekstitietoisen mobiilipelin suunnittelu ja toteutus

Kontekstitietoisuuden katsotaan voivan parantaa sovellusten ja palvelujen käytettävyyttä matkapuhelimissa. Kontekstitietoisuuden tekniikoita voidaan käyttää myös peleissä, joko siksi, että ne mahdollistavat uudenlaisia pelejä, tai siksi, että peleillä voidaan havainnollistaa ja testata eri tekniikoiden toimintaa. Diplomityössä esitellään prototyyppi monen pelaajan kontekstitietoisesta mobiilipelistä, jossa pelivälineinä käytetään kamerapuhelimella luettavia tavallisia viivakoodeja. Viivakoodit on yhdistetty palvelimella sijaitsevan pelimaailman kohteisiin, joiden omistuksesta pelaajat kilpailevat. Peliä on tarkoitus arvioida myöhemmin pelattavuuden ja idean kiinnostavuuden kannalta. Prototyypin toinen tehtävä on havainnollistaa Multi-User Publishing Environment (MUPE) -sovellusalustan tukea kontekstitietoisuudelle. Työ kuvaa pelin suunnittelun, toteutuksen ja arvioinnin alkaen varhaisimmista ideoista ja päättyen osittaiseen prototyyppiin. Prototyypissä on toteutettu osa pelilogiikasta ja käyttöliittymästä, mutta sitä ei ole integroitu kontekstitietoa kerääviin sensoreihin. Pelin suunnittelussa käytettiin apuna heuristista arviointia ja kahta fokusryhmähaastattelua.