Crash tests of Minnesota mailbox supports. Final report.

Minnesota Department of Transportation, St. Paul

Crash tests of small highway sign supports. Interim report.

Federal Highway Administration, Implementation Division, Washington, D.C.

Cost effectiveness of small highway sign supports - a summary report. Final report.

Federal Highway Administration, Implementation Division, Washington, D.C.

Crash tests of single post sign installations using subcompact automobiles. Interim report.

Federal Highway Administration, Implementation Division, Washington, D.C.

Guidelines for selecting a small highway sign support system.

Federal Highway Administration, Office of Research and Development, Washington, D.C.

Accident analysis - breakaway and nonbreakaway poles including sign and light standards along highways.

National Highway Traffic Safety Administration, Washington, D.C.

Accident analysis - breakaway and nonbreakaway poles including sign and light standards along highways.

National Highway Traffic Safety Administration, Washington, D.C.

Analysis of a semi-rigid connection for precast concrete

This paper presents a study of a specific type of beam-to-column connection for precast concrete structures. Furthermore, an analytical model to determine the strength and the stiffness of the connection, based on test results of two prototypes, is proposed. To evaluate the influence of the strength and stiffness of the connection on the behaviour of the structure, the results of numerical simulations of a typical multi-storey building with semi-rigid connections are also presented and compared with the results using pinned and rigid connections. The main conclusions are: (a) the proposed design model can reasonably evaluate the studied connection strength; (b) the evaluation of strength is more accurate than that of stiffness; (c) for a typical structure, it is possible to increase the number of storeys of the structure from two to four with lower horizontal displacement at the top, and only a small increase of the column base bending moment by replacing the pinned connections with semi-rigid ones; and (d) although there is significant uncertainty in the connection stiffness, the results show that the displacements at the top of the structure, and the column base moments present low susceptibility deviations to this parameter.

Vídeo-Mapa: uma interface de geovisualização multimídia aplicada a transportes e meio ambiente.

A presente tese propõe uma metodologia de vídeo-mapeamento móvel georreferenciado a partir do desenvolvimento de protótipos que utilizam uma Interface de Geovisualização Multimídia para sincronizar o registro (em vídeo) de um local ou evento de interesse com a rota percorrida pelo veículo de inspeção (sobre mapa ou imagem), através da coleta de dados por sensores móveis: câmera digital, microfone, receptor GNSS e bússola digital. A interface permite a integração desses sensores com os atuais serviços de mapas digitais disponíveis na web. Sistemas como esse melhoram significativamente as análises temporais, a gestão e a tomada de decisão. A interface proposta e desenvolvida no presente trabalho é útil para muitas aplicações como ferramenta de monitoramento e inventário. Esta interface pode ser entendida como o componente visual de um sistema de mapeamento móvel ou como um sistema cartográfico alternativo ou complementar, para aplicações em que a precisão geométrica do receptor GNSS, na modalidade de navegação, é suficiente e sua acessibilidade, um fator competitivo. As aplicações desenvolvidas no presente trabalho foram duas: um sistema de monitoramento e inventário de placas de sinalização viária e um sistema de monitoramento de cheias/secas e inventário de propriedades na borda de reservatórios de hidroelétricas, ambos em pleno funcionamento.

Conventional road safety. Phase 1: a study of fixed subjects. Final report.

Federal Highway Administration, Washington, D.C.

Laboratory evaluation of existing breakaway structures. Volume I: executive summary. Final report.

Federal Highway Administration, Office of Research, Washington, D.C.

Laboratory evaluation of existing breakaway structures. Volume II: technical results. Final report.

Federal Highway Administration, Office of Research, Washington, D.C.

Impact behavior of thin-wall steel tube signposts and delineator post. Final report.

Texas State Department of Highway and Public Transportation, Transportation Planning Division, Austin

Crash tests of rural mailbox installations. Interim report.

Federal Highway Administration, Implementation Division, Washington, D.C.

Effect of repeated disinfections by microwave energy on the physical and mechanical properties of denture base acrylic resins

The present study evaluated the effect of repeated simulated microwave disinfection on physical and mechanical properties of Clássico, Onda-Cryl and QC-20 denture base acrylic resins. Aluminum patterns were included in metallic or plastic flasks with dental stone following the traditional packing method. The powder/liquid mixing ratio was established according to the manufacturer's instructions. After water-bath polymerization at 74ºC for 9 h, boiling water for 20 min or microwave energy at 900 W for 10 min, the specimens were deflasked after flask cooling and finished. Each specimen was immersed in 150 mL of distilled water and underwent 5 disinfection cycles in a microwave oven set at 650 W for 3 min. Non-disinfected and disinfected specimens were subjected to the following tets: Knoop hardness test was performed with 25 g load for 10 s, impact strength test was done using the Charpy system with 40 kpcm, and 3-point bending test (flexural strength) was performed at a crosshead speed of 0.5 mm/min until fracture. Data were analyzed statistically by ANOVA and Tukey's test (α= 0.05%). Repeated simulated microwave disinfections decreased the Knoop hardness of Clássico and Onda-Cryl resins and had no effect on the impact strength of QC-20. The flexural strength was similar for all tested resins.