Reproducing stone monument photosynthetic-based colonization under laboratory conditions

Science of the total environment 405(2008) 278-285

A simplified four-branch model for the analytical study of the out-of-plane performance of regular stone URM walls

During the last years, several studies have been made aiming to assess the out-of-plane seismic response of unreinforced stone masonry structures. This fact led to the development of a wide variety of models and approaches, ranging from simple kinematic based analytical models up to complex numerical simulations. Nevertheless, for the sake of simplicity, the out-of-plane seismic response of a masonry wall pier may be obtained by means of a simple single-degree-of-freedom system while still providing good results. In fact, despite the assumptions associated with such a simple formulation, it is also true that the epistemic uncertainty inherent with the selection of appropriate input parameters in more complex models may render them truly ineffective. In this framework, this paper focuses on the study of the out-of-plane bending of unreinforced stone masonry walls (cantilevers) by proposing a simplified analytical approach based on the construction of a linearized four-branch model, which is used to characterize the linear and nonlinear response of such structural elements through an overturning moment-rotation relationship. The formulation of the four-branch model is presented and described in detail and the meaningful parameters used for its construction are obtained from a set of experimental laboratory tests performed on six full-scale unreinforced regular sacco stone masonry specimens. Moreover, a parametric analysis aiming to evaluate the effect of these parameters’ variation on the final configuration of the model is presented and critically discussed. Finally, the results obtained from the application of the developed four-branch model on real unreinforced regular sacco stone masonry walls are thoroughly analysed and the main conclusions obtained from its application are summarized.

Experimental characterization of the out-of-plane performance of regular stone masonry walls, including test setups and axial load influence

Stone masonry is one of the oldest and most worldwide used building techniques. Nevertheless, the structural response of masonry structures is complex and the effective knowledge about their mechanical behaviour is still limited. This fact is particularly notorious when dealing with the description of their out-of-plane behaviour under horizontal loadings, as is the case of the earthquake action. In this context, this paper describes an experimental program, conducted in laboratory environment, aiming at characterizing the out-of-plane behaviour of traditional unreinforced stone masonry walls. In the scope of this campaign, six full-scale sacco stone masonry specimens were fully characterised regarding their most important mechanic, geometric and dynamic features and were tested resorting to two different loading techniques under three distinct vertical pre-compression states; three of the specimens were subjected to an out-of-plane surface load by means of a system of airbags and the remaining were subjected to an out-of-plane horizontal line-load at the top. From the experiments it was possible to observe that both test setups were able to globally mobilize the out-of-plane response of the walls, which presented substantial displacement capacity, with ratios of ultimate displacement to the wall thickness ranging between 26 and 45 %, as well as good energy dissipation capacity. Finally, very interesting results were also obtained from a simple analytical model used herein to compute a set of experimental-based ratios, namely between the maximum stability displacement and the wall thickness for which a mean value of about 60 % was found.

Experimental research on rubble stone masonry walls

HMC08 - 1st Historical Mortars Conference: Characterization, Diagnosis, Conservation, Repair and Compatibility, LNEC, Lisbon, 24-26 September 2008

Durability aspects related to rubble stone masonry walls strengthened with reinforced micro-concrete layers

International Seminar on Seismic Risk and Rehabilitation of Stone Masonry Housing, Azores, Portugal, 1998

The stone and the cross. Indo-Portuguese Jesuit Architecture in Ethiopia. 1603-33

A fundação de uma missão jesuita no Norte da Etiópia em 1603, na província do Tigré, pelo enérgico Pe. Pero Pais, S. J. teólogo, construtor e historiador vindo de Goa, tomou um forte impulso com a aliança pretendida com os Portugueses pelo imperador Susénios (1619-20) para o apoio militar contra os muçulmanos; e, sobretudo, após a sua conversão oficial à Igreja Católica Romana, em 1626. Uma dúzia de inovadores edifícios foram então construídos pelos Jesuítas na região paradisíaca em torno do Lago Tana: basílicas, igrejas, palácios e jardins, complexos palatinos e eclesiásticos, colégios, etc. A tipologia em cruz latina e ornatos incisos é deliberadamente diferente das igrejas ortodoxas etíopes, circulares e em madeira. A técnica de construção em pedra e cal, ignorada na Etiópia, significou uma revolução. No presente texto procura-se determinar a quem deve ser atribuído este inédito surto construtivo, deixando de lado as teorias tradicionais de pedreiros vindos de Portugal ou de construtores locais. Com base na evidência estilística e em referências de textos da época, atribui-se a inovação a padres e “irmãos” jesuitas com experiência de arquitectos na Índia portuguesa e a construtores de Goa e de Diu, definindo a arte portuguesa na Etiópia como uma província da arquitectura indo-portuguesa na Índia, prosseguida após a expulsão dos Jesuítas (1633) com os “castelos portugueses”, ou paços acastelados da nova capital, Gondar.

Analysis, testing and development of safe cleaning methods of rusted stone material

Three different treatments were applied on several specimens of dolomitic and calcitic marble, properly stained with rust to mimic real situations (the stone specimens were exposed to the natural environment for about six months in contact with rusted iron). Thirty six marble specimens, eighteen calcitic and eighteen dolomitic, were characterized before and after treatment and monitored throughout the cleaning tests. The specimens were characterized by SEM-EDS (Scanning Electron Microscopy coupled with Energy Dispersion System), XRD (XRay Diffraction), XRF (X-Ray Fluorescence), FTIR (Fourier Transform Infrared Spectroscopy) and color measurements. It was also made a microscopic and macroscopic analysis of the stone surface along with the tests of short and long term capillary absorption. A series of test trials were conducted in order to understand which concentrations and contact times best suits to this purpose, to confirm what had been written to date in the literature. We sought to develop new methods of treatment application, skipping the usual methods of applying chemical treatments on stone substrates, with the use of cellulose poultice, resorting to the agar, a gel already used in many other areas, being something new in this area, which possesses great applicability in the field of conservation of stone materials. After the application of the best methodology for cleaning, specimens were characterized again in order to understand which treatment was more effective and less harmful, both for the operator and the stone material. Very briefly conclusions were that for a very intense and deep penetration into the stone, a solution of 3.5% of SDT buffered with ammonium carbonate to pH around 7 applied with agar support would be indicated. For rust stains in its initial state, the use of Ammonium citrate at a concentration of 5% buffered with ammonium to pH 7 could be applied more than once until satisfactory results appear.

Can a lemon based Sagres product attract consumers that don't drink beer?

The purpose of this project is to understand if the brand Sagres is damaging the product Sagres Radler. The beer market in Portugal was studied and focus groups were used to perceive the impact of the brand in the product. The mother brand is bringing the beer association into a product designed to engage people that don’t like beer. With the insights, a new proposal was drawn and tested. Although it was not possible to prove that the new concept is better for the population, there are strong indications that the brand isn’t enabling the achievement of the proposed target.

Ensaio de espaçamento com Caroba - Jacaranda copaia (Aubl.) D. Don. Bignontaceae

RESUMONa Estação Experimental de Silvicultura Tropical (E.E.S.T.) do INPA-Manaus, foi instalado no ano de 1980 um experimento para Caroba em três (3) espaçamentos. As avaliações da sobrevivência, altura total e comercial, D.A.P., área basal e volume realizadas no ano de 1989, nove anos após o plantio, indicaram que o menor espaçamento (2,0 X 3,0 m) apresentou maior volume de madeira útil em função do grande número de árvores vivas (70,98%) com altura comercial média de (11,76 m) e D.A.P. médio aritmético de 22,73 cm. Após o 5º ano de plantio, foi observado que um número significativo de árvores apresentaram copas cloróticas, seguida da queda das folhas e consequente morte das árvores, fato este, possivelmente relacionado com o estado nutricional das árvores deste experimento.

BIOLOGIA REPRODUTIVA DE Clidemia hirta (L.) D. DON (MELASTOMATACEAE)

Este trabalho foi desenvolvido com a finalidade de apresentar algumas considerações sobre a biologia reprodutiva de Clidemia Iurta, Conclui-se que: I ) A ântese tem início em torno das 18:00 h e termina por volta das 09:00 h do dia seguinte; 2) Esta é uma espécie preferencialmente alógama, porém não apresenta auto-incompatibilidade genética; 3) A polinização parece depender de agentes polinizadores, principalmente abelhas das famílias Apidae (Bambus, Melipona, Euglossa, Trigona) e Halictidae.

O Crescimento de duas espécies florestais pioneiras, pau-de-balsa (Ochroma lagopus Sw.) e caroba (Jacaranda copaia D. Don), usadas para recuperação de áreas degradadas pela agricultura na Amazônia Central, Brasil

O objetivo deste trabalho foi estudar o crescimento das espécies florestais pioneiras pau-de-balsa (Ochroma lagopus Sw.) e caroba (Jacaranda copaia D. Don) para a recuperação de áreas degradadas pela agricultura. Na área, situada no km 120 da BR-174, tinha sido plantado mandioca e banana e abandonada há 8 anos, formando uma capoeira de porte baixo e rala. O experimento foi instalado em maio/98, com e sem gradagem da área. O espaçamento foi de 3x3m, em covas de 20 cm (diâmetro) x 30 cm (profundidade), com adubação de 150g/cova de NPK (4-16-8) e calcário dolomítico na proporção de 3:1. Para a avaliação do crescimento, foram medidas a altura e o diâmetro das plantas aos 2 meses (julho/98) e a cada ano aproximadamente (junho/99, setembro/00 e maio/01). Os dados foram analisados através do delineamento inteiramente casualisado. A sobrevivência do pau-de-balsa foi maior em área gradeada (97,1%) do que em area não gradeada (92,5%), após o primeiro ano do plantio; da caroba, foi cerca de 90% e sem diferenças entre as areas. A altura e diâmetro do pau-de-balsa, foram maiores em área gradeada, a partir do primeiro ano, chegando no terceiro ano a 11,85 m de altura e 11,42 cm de diâmetro. Na caroba, a diferença ocorreu a partir do segundo ano e no terceiro chegou a 8,37 m de altura e 11,18 cm de diâmetro. Além de outros fatores inerentes às espécies, o solo mais friável das áreas gradeadas, possibilitou um maior crescimento em altura e diâmetro das duas espécies estudadas.

A general history of the dichlamydeous plants :comprising complete descriptions of the different orders...the whole arranged according to the natural system /by George Don.

1831 v.1

A general history of the dichlamydeous plants :comprising complete descriptions of the different orders...the whole arranged according to the natural system /by George Don.

1834 v.3

A general history of the dichlamydeous plants :comprising complete descriptions of the different orders...the whole arranged according to the natural system /by George Don.

1838 v.4

A general history of the dichlamydeous plants :comprising complete descriptions of the different orders...the whole arranged according to the natural system /by George Don.

1832 v.2