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Wyświetlanie 1-15 z 133
Tytuł:
Walls that Bridge; or, What We Can Learn from the Roman Walls
Autorzy:
Mariani, Giorgio
Powiązania:
https://bibliotekanauki.pl/articles/626322.pdf
Data publikacji:
2018
Wydawca:
Wydawnictwo Uniwersytetu Śląskiego
Tematy:
Roman walls
walls as rhetoric
US literature
walls as bridges
walls as dividers
Opis:
Giorgio MarianiUniversity of Rome “La Sapienza” ItalyWalls that Bridge; or, What We Can Learn from the Roman Walls Abstract: When, during the latest US electoral campaign, Pope Francis criticized Trump’s idea of building a wall between Mexico and the US, reiterating his favorite  point that “we do not need to build walls, but bridges,” the Trump camp retorted that the Pope lives in a city state surrounded by walls, in a city itself surrounded by other walls dating back to ancient Roman times. Why wasn't he concerned with those walls? As one can see, even though Roman walls have completely lost their original function and survive mainly as tourist sites, they also remain powerful political and cultural symbols. The scope of this essay is to offer, from the perspective of an Americanist who was born and raised in Rome, some comparative reflections on  what we can learn today from the history of Roman walls, as well as from their symbolic afterlives.Keywords: Roman walls, walls as rhetoric, US literature, walls as bridges, walls as dividers
Źródło:
Review of International American Studies; 2018, 11, 1
1991-2773
Pojawia się w:
Review of International American Studies
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Renovation of buildings having damp and salted walls - case analyses
Renowacje budynków z zawilgoconymi i zasolonymi murami - analiza przypadków
Autorzy:
Brachaczek, W.
Powiązania:
https://bibliotekanauki.pl/articles/2084040.pdf
Data publikacji:
2021
Wydawca:
Szkoła Główna Gospodarstwa Wiejskiego w Warszawie. Wydawnictwo Szkoły Głównej Gospodarstwa Wiejskiego w Warszawie
Tematy:
renovation plasters
salts in walls
moisture in walls
Opis:
This article discusses the issue of renovation of buildings having damp and salted walls. The results of conservation research on the walls of two historical buildings from the beginning of the 20th century are presented. It was determined that the walls of the buildings are burdened with moisture and salts. The use of traditional cement and limestone plaster for renovation of such walls, due to their low diffusivity, is a temporary and short-term solution. A suitable material is a renovation plaster, which should be selected depending on the properties of the wall. Various approaches to the renovation of these two buildings were presented. Where moisture was caused by capillary rise, the moisture barrier was first restored and a system of renovation plasters consisting of rough coat, undercoat plaster, hydrophobic plaster and paint coating was used. In the second case, due to only a partial replacement of the plasters, after protection of the facade against rainwater, the plasters will be supplemented with renovation rough coat and hydrophobic renovation plaster. Before applying the paint coating, the entire surface will be covered with a renovating lime putty.
Źródło:
Acta Scientiarum Polonorum. Architectura; 2021, 20, 2; 51-64
1644-0633
Pojawia się w:
Acta Scientiarum Polonorum. Architectura
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Wykopy i ich zabezpieczenia podczas prowadzenia robót budowlanych
Excavations and their security in construction of building works
Autorzy:
Obolewicz, J.
Miedziałowski, D.
Powiązania:
https://bibliotekanauki.pl/articles/111037.pdf
Data publikacji:
2017
Wydawca:
Centrum Rzeczoznawstwa Budowlanego Sp. z o.o.
Tematy:
wykopy
roboty ziemne
zabezpieczenia ścian wykopów
ścianki szczelne
ścianki szczelinowe
excavation
earthworks
trench walls
sealed walls
crevice walls
Opis:
Zwarta zabudowa miejska wymusza stosowanie nowych metod, technologii i organizacji robot podczas wykonywania obiektow budowlanych, w tym robót ziemnych niezbędnych do posadowienia budynków. W pracy scharakteryzowano wykopy i ich zabezpieczenia na czas prowadzenia robot ziemnych. Zwrócono szczególną uwagę na wykonywanie ścianek szczelnych i szczelinowych.
Compact urban development requires the use of new methods, technology and organization of works during construction works, including earthworks necessary for the foundation of buildings. The excavations and their protection during excavation works were characterized. Particular attention was paid to the production of sealed and crevice walls.
Źródło:
Inżynieria Bezpieczeństwa Obiektów Antropogenicznych; 2017, 3-4; 46-52
2450-1859
2450-8721
Pojawia się w:
Inżynieria Bezpieczeństwa Obiektów Antropogenicznych
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Limiting fiber extensibility model for arterial wall
Autorzy:
Horny, L.
Zitny, R.
Chlup, H.
Konvickova, S.
Powiązania:
https://bibliotekanauki.pl/articles/286066.pdf
Data publikacji:
2008
Wydawca:
Akademia Górniczo-Hutnicza im. Stanisława Staszica w Krakowie. Polskie Towarzystwo Biominerałów
Tematy:
arterial walls
fibers
biomaterials
Opis:
Arterial walls exhibit anisotropic, nonlinear and inelastic response to external loads. Moreover arterial wall is non–homogenous material with complicated internal structure. These facts make the question about the best material model for arterial wall still unanswered. Nowadays approach to building constitutive models is characterized by incorporating structural information when considering e.g. layers, fibers, fiber orientation or waviness. The most frequent method how to incorporate structural information is to regard arterial wall as a fiber reinforced composite. Considerations about preferred directions are subsequently implemented into the framework of continuum mechanics. Constitutive models are usually based on the theory of hyperelastic materials. Thus mechanical response of an arterial wall is supposed to be governed by a strain energy (or free energy) density function like in (1). The theory of hyperelastic materials is widely applied and studied in details in polymer science. Due to some phenomenological and structural similarities between rubber–like materials and biological tissues, methods of polymer physics are frequently applied in biomechanics, see Holzapfel [1]. Gent [2] suggested the new isotropic model for strain energy density function which was based on an assumption of limiting chain extensibility in polymer materials. The Gent model expresses strain energy y as a function of first invariant I1 of the right Cauchy-Green strain tensor as follows [formula]. In equation (1) μ denotes stress–like parameter, so–called infinitesimal shear modulus. Jm denotes limiting value of I 1 -3. The domain of logarithm requires [formula]. Thus, Jm can be interpreted as limiting value for macromolecular chains stretch. Horgan and Saccomandi in [3] suggested its anisotropic extension. They recently published modification based on usual concept of anisotropy related to fiber reinforcement, see paper [4]. Horgan and Saccomandi use rational approximations to relate the strain energy expression to Cauchy stress representation formula. We adopted this term with small modification as follows [formula] In (2) μ denote shear modulus. J m is the material parameter related to limiting extensibility of fibers. The similar definitional inequality like in (1) must be hold for logarithm in (2). Thus I 4 must satisfy [formula] denotes so called fourth pseudo–invariant of the right Cauchy-Green strain tensor which arises from the existence of preferred direction in continuum. It is worth to note that total number of invariants of the strain tensor is five in the case of transversely isotropic material and nine in the case of orthotropy. Details can be found in e.g. Holzapfel [5]. Model (2) presumes two preferred directions in continuum which are mechanically equivalent. Due to cylindrical shape of an artery we can imagine it as helices with same helix angel but with antisymmetric rientation. This is illustrated in the FIG. 1 I 4 can be expressed in the form given in (3) [formula] Stretched configuration of the tube is characterized by λ t , what denotes circumferential stretch and λ z what denotes axial stretch, respectively. Model (2) contains three material parameters. Above described μ, J m and β. The third material parameter β has the meaning of angle between fiber direction and circumferential axis. There are two families of fibers with angle ±β, however, I 4 is symmetric with respect to ±β. In order to verify capability of (2) to govern multi–axial mechanical response of an artery regression analysis based on previously published experimental data was performed. Details of experimental method and specimen can be found in Horny et al. [6]. Briefly we resume basic facts. Male 54–year–old sample of thoracic aorta underwent inflation test under constant axial stretch. The tubular sample was 6 times pressurized in the range 0kPa–18kPa–0kPa under axial pre–stretch λ z =1.3 and 3 times in the pressure range 0kPa–20kPa–0kPa under λ z =1.42, respectively. The opening angle was measured in order to account residual strains. Radial displacements were photographed and evaluated by image analysis. Regression analysis based on least square method gave the estimations for material parameters μ, Jm and β. The vessel was modeled as thick–walled tube with residual strains. The material was supposed to be hyperelastic and incompressible. No shear strains were considered. Fitting of material model was based on comparison of model predicted and measured values of internal pressure. Results are illustrated in FIG. 2. We can conclude that proposed material model fits experimental data successfully. Thus strain energy given in (2) is suitable to govern arterial response during its inflation and extension. Estimated values of parameters for material model (2) are as follows: μ =26kPa; J m =1.044; β=37.2°
Źródło:
Engineering of Biomaterials; 2008, 11, no. 81-84; 112-113
1429-7248
Pojawia się w:
Engineering of Biomaterials
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Masthead and Table of Contents
Autorzy:
Editors, RIAS
Powiązania:
https://bibliotekanauki.pl/articles/626282.pdf
Data publikacji:
2018
Wydawca:
Wydawnictwo Uniwersytetu Śląskiego
Tematy:
Table of contents
RIAS
Walls
Opis:
Editorial pages and the list of contents of the issue.
Źródło:
Review of International American Studies; 2018, 11, 1
1991-2773
Pojawia się w:
Review of International American Studies
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The Impact of Landslide on Environment and Socio-Economy: GIS Based Study on Badulla District in Sri Lanka
Autorzy:
Kaleel, M. I. M.
Reeza, M. J. Rizwin
Powiązania:
https://bibliotekanauki.pl/articles/1178259.pdf
Data publikacji:
2017
Wydawca:
Przedsiębiorstwo Wydawnictw Naukowych Darwin / Scientific Publishing House DARWIN
Tematy:
Disaster
Gabion Walls
Geo textile
Landslide
Opis:
A disaster is a sudden, calamitous event that seriously disrupts the functioning of a community or society and causes human, material, and economic or environmental losses that exceed the community's or society's ability to cope using its own resources. All over the world the impact of disaster is very challengeable. Sri Lanka is not except for it. Landslide, flood, tsunami, drought and accidents are in abundance. Considering the Landslide, Badulla District is often affected by the landslide disaster. Thus, this study aims for this study, primary and secondary data were used. MS Excel 2013 and Arc GIS 10.4 were used to analyze the study. The findings of the study, the cause of physical factors around 40% and around 60% of causes occurred by human factors of landslide. Identify the landslide area measures the landslide, collecting the reports of infrastructure and precautions of landslide are supporting to reduce the effect. When shows the maps using GIS technologies for this landslide area helping to move the people to safe zone. Depth roots plants should be planted in this area to capture the soil and rock that will prevent the slide. Reservoirs must be built after doing the geological examination and geomorphological examination. Using the screed concrete in the base of mountains and making the Gabion walls of the width and height of mountains help to prevent the slide. This method called Geo textile. These solution helps to control the effect from landslide.
Źródło:
World Scientific News; 2017, 88, 2; 69-84
2392-2192
Pojawia się w:
World Scientific News
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Modern architecture – public buildings
Autorzy:
Gawryluk, Dorota
Kłopotowski, Maciej
Powiązania:
https://bibliotekanauki.pl/chapters/30985635.pdf
Data publikacji:
2019
Wydawca:
Politechnika Białostocka. Oficyna Wydawnicza Politechniki Białostockiej
Tematy:
architecture
walls
Openings
Columns and beams
foundations
Opis:
Architecture is an area of art which, due to its public character, has always interacted with the recipient. It happens also today. Contemporary architects create modern constructions. When we look at them, we create an image of contemporariness. This process is continuous. We cannot say whether the icons of the architecture of our time have already arisen, whether the existing stylistic trends will continue to develop or, on the contrary, they will disappear. But we can be sure that new, even more “weird” structures will be created soon. Surely the inspiration for their creation will be the new civilization achievements of mankind.
Źródło:
Buildings 2020+. Constructions, materials and installations; 7-27
9788365596703
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
The Many Forms and Meanings of (Peace) Walls in Contemporary Northern Ireland
Autorzy:
McAtackney, Laura
Powiązania:
https://bibliotekanauki.pl/articles/626326.pdf
Data publikacji:
2018
Wydawca:
Wydawnictwo Uniwersytetu Śląskiego
Tematy:
Belfast
segregation
peace walls
memorials
gender
victimhood
Opis:
Laura McAtackneyArhuus UniversityDenmark The Many Forms and Meanings of (Peace) Walls in Contemporary Northern Ireland Abstract: Peace walls are a longstanding materialization of the conflict in Northern Ireland, known as the Troubles c.1968-c.1998. The walls have been one of the only security infrastructural forms associated with the violence to have continued and grown into the post-conflict context. They have often been a forgotten materialization of conflict due to their ‘temporary’ nature and their restriction to working-class, urban areas. While there are increasing moves to have these walls removed, or at least to put policies in place to allow them to be taken down in consultation with the communities beside them, there has been little consideration of the long-term impacts on public memory of material segregation. This article uses peace walls in Belfast as a case-study of the unforeseen repercussions of long-term segregation of divided communities. It offers a warning to the current generation of politicians regarding not only the role of what ideological walls are intended to do, but also the impacts they can have that were not intended.  Keywords: Belfast, segregation, peace walls, memorials, gender, victimhood
Źródło:
Review of International American Studies; 2018, 11, 1
1991-2773
Pojawia się w:
Review of International American Studies
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Geotechnical mechanisms of roof fall ahead of face support in longwall mining
Geotechniczne mechanizmy opadania stropu przed podparciem ściany w górnictwie ścianowym
Autorzy:
Le, Tien Dung
Duc, Hung Pham
Quang, Hung Dang
Powiązania:
https://bibliotekanauki.pl/articles/317854.pdf
Data publikacji:
2019
Wydawca:
Polskie Towarzystwo Przeróbki Kopalin
Tematy:
górnictwo
ściany
geotechnika
longwall mining
walls
geotechnics
Opis:
Longwall mining is one of the most productive methods for extracting underground coal seams. Although the understanding of longwall mining-associated geotechnical mechanisms has been significantly improved that contributes to better ground control, roof rock/top coal fall ahead of support (roof fall) has not been fully understood that causes severe damage to equipment and casualty at face. Empirical, theoretical and modelling methods were successfully used in past studies to understand the mechanisms driving roof fall; however, key mechanisms and their interactions during the fall were not satisfactorily investigated due to limitation of each method. This study aims to gain a systematic understanding of roof fall mechanisms in longwall operation. A review of past studies on roof fall is implemented with emphasis on the principles of applied research methods. The study confirms that the interaction between roof strata, coal seam and face support largely controls roof fall while numerical modelling shows great potential in studying roof fall complex mechanisms. The paper’s findings provide mining engineers/scientists with a systematic understanding on roof fall from which more effective roof control strategies can be further developed.
Źródło:
Inżynieria Mineralna; 2019, 21, 2/2; 98-104
1640-4920
Pojawia się w:
Inżynieria Mineralna
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Ściany oporowe o przekroju kątowym (numeryczna analiza stateczności)
Supporting walls with angular profile (numerical analysis of stability)
Autorzy:
Surowiecki, A.
Kozłowski, W.
Kielanowski, W.
Powiązania:
https://bibliotekanauki.pl/articles/251218.pdf
Data publikacji:
2009
Wydawca:
Instytut Naukowo-Wydawniczy TTS
Tematy:
klęska żywiołowa
ściana oporowa
disaster
supporting walls
Opis:
IV sytuacjach kryzysowych, dotyczących infrastruktury transportu lądowego, będących następstwem powodzi lub innych klęsk żywiołowych, mają zastosowanie tymczasowe konstrukcje, służące do natychmiastowej odbudowy. Na przykład doraźna odbudowa zniszczonych nasypów drogowych może być realizowana stosunkowo szybko i małym kosztem przy użyciu tzw. lekkich ścian oporowych [1-5]. Obiektem badań są tego typu ściany prefabrykowane, wykonane z elementów żelbetowych o przekroju kątownika. Ukształtowana w ten sposób konstrukcja zawiera kilka lub kilkanaście półek poziomych (w zależ.ności od wysokości ściany i wymiarów kątowników modułowych). Konstrukcje te omówiono w [1].
Źródło:
TTS Technika Transportu Szynowego; 2009, 7-8; 91-92
1232-3829
2543-5728
Pojawia się w:
TTS Technika Transportu Szynowego
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Structures of masonry walls in buildings of permanent ruin – causes of damage and methods of repairs
Autorzy:
Szostak, B.
Powiązania:
https://bibliotekanauki.pl/articles/391255.pdf
Data publikacji:
2017
Wydawca:
Politechnika Lubelska. Wydawnictwo Politechniki Lubelskiej
Tematy:
ruined castle
masonry walls
repairs
permanent ruin
Opis:
Currently there is a lot of castles classified as objects of the permanent ruin. In according to conservation doctrine, it is needed to protect this objects and prevent further degradation. Usually one of the most destructed element in this type of object is masonry wall. In this article has been described selected types of the masonry walls of the permanent ruin, causes of their damages and repairs methods.
Źródło:
Budownictwo i Architektura; 2017, 16, 4; 195-207
1899-0665
Pojawia się w:
Budownictwo i Architektura
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Plasma-Enhanced Atmospheric Pressure Spray Pyrolysis System for the Production of Few Walls Carbon Nanotubes
Autorzy:
Soto, Gerardo
Ramírez-Hernández, Felipe
Muñoz-Muñoz, Franklin
Covarrubias, Cristian
Powiązania:
https://bibliotekanauki.pl/articles/1162427.pdf
Data publikacji:
2018
Wydawca:
Przedsiębiorstwo Wydawnictw Naukowych Darwin / Scientific Publishing House DARWIN
Tematy:
few-walls carbon nanotubes
plasma enhanced
spray pyrolysis
Opis:
Spray pyrolysis is a recognized technique for the preparation of multi-walled Carbon Nano-Tubes (CNTs). Likewise, gas-phase plasma synthesis has the best potential to produce nanoparticles with narrow sized distribution in short times. Here we present a combination of both concepts to design an atmospheric-pressure plasma reactor in a configuration which can be scaled for massive production of few-walls CNTs. This hybrid setup uses a pneumatic nebulizer which produces an aerosol from a solution of toluene (the carbon source) in the presence of ferrocene (the catalyst). The mist goes toward the plasma zone, which is generated by a DC-soldering torch. The plasma effect is to reduce the droplet size of the nebulizer. By this mean the agglomeration of Fe nanoparticles is reduced and consequently, the number of walls and diameter of CNTs are decreased.
Źródło:
World Scientific News; 2018, 111; 64-73
2392-2192
Pojawia się w:
World Scientific News
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Parametry bezpieczeństwa w projektowaniu wzmocnień nasypów komunikacyjnych
Parameters of safety in design of communication embankments strengthening
Autorzy:
Surowiecki, A.
Kozłowski, W.
Powiązania:
https://bibliotekanauki.pl/articles/312588.pdf
Data publikacji:
2010
Wydawca:
Instytut Naukowo-Wydawniczy "SPATIUM"
Tematy:
nasypy drogowe
konstrukcje oporowe
road embankments
retaining walls
Opis:
Omówiono problematykę bezpieczeństwa przy wymiarowaniu konstrukcji oporowych z gruntu zbrojonego o pionowej ścianie, biorąc pod uwagę literaturę krajową (w tym Polską Normę), zagraniczną, praktykę projektowania oraz własne doświadczenia. Wymiarowanie konstrukcji z gruntu zbrojonego polega jak wiadomo na obliczeniach dotyczących: elementów konstrukcji oraz zewnętrznych, a więc określeniu stateczności masywu. Wewnętrzne wymiary konstrukcji powinny zapewnić stateczność ze względu na oba rodzaje załamania(…).
There were discussed the problems with design of reinforced earth retaining wall, taking into consideration the literature and design practice. There were presented in the different authorities recommended values of safety factors, towards to danger of slide reinforcement-soil medium, dating the length of anchor.
Źródło:
Autobusy : technika, eksploatacja, systemy transportowe; 2010, 11, 6
1509-5878
2450-7725
Pojawia się w:
Autobusy : technika, eksploatacja, systemy transportowe
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Efektywność stabilizacji nasypów drogowych lekkimi konstrukcjami oporowymi
Efficiency of stabilization of road embankments with light retaining walls
Autorzy:
Kozłowski, W.
Surowiecki, A.
Kielanowski, W.
Powiązania:
https://bibliotekanauki.pl/articles/312639.pdf
Data publikacji:
2010
Wydawca:
Instytut Naukowo-Wydawniczy "SPATIUM"
Tematy:
nasypy drogowe
konstrukcje oporowe
road embankments
retaining walls
Opis:
Obiektem badań są lekkie ściany oporowe, stabilizujące skarpy nasypów drogowych lub kolejowych. Zasadą funkcjonowania tych konstrukcji jest współdziałanie z masywem gruntowym w przejmowaniu się czynnego poziomego parcia, pochodzących od masy materiału zasypki gruntowej i obciążenia eksploatacyjnego. Analizowana jest efektywność pracy dwóch typów obiektów: ścian wykonanych z koszy siatkowo-kamiennych (gabionów) oraz ścian złożonych z kątowników modułowych. Jako miarę efektywności przyjęto współczynniki bezpieczeństwa na obrót i przesunięcie, których wartości oszacowano, przyjmując konfigurację ściany jako parametr zmienny i aplikując autorski program numeryczny. Program uwzględnia postępujące deformacje elementów ściany, stanowiące odwzorowanie możliwych uszkodzeń konstrukcji w sytuacjach kryzysowych.
An object of research were light retaining walls that stabilizing escarpments of road or train embankments. Cooperating with the soil-grown massif in assuming forces of the active horizontal hydrostatic pressure, originating from mass of material of primer powder and the exploitation burden is a principle of functioning of these structures. An effectiveness of the work of two types of objects is being analyzed: walls made from net-stone baskets (gabions) and walls compound modular squares. As the measure of the effectiveness safety factors were accepted to the turnover and the moving, which values were estimated, assuming the configuration of the wall as the changeable parameter and administering the author's numerical program. The program accounted progressing deformations of elements of the wall, constituting copying possible damage to the structure in critical situations.
Źródło:
Autobusy : technika, eksploatacja, systemy transportowe; 2010, 11, 6
1509-5878
2450-7725
Pojawia się w:
Autobusy : technika, eksploatacja, systemy transportowe
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Castles, Walls, Fortresses.The Sasanian Effort to Defend the Territory
Autorzy:
LABBAF-KHANIKI, Meysam
Powiązania:
https://bibliotekanauki.pl/articles/1016354.pdf
Data publikacji:
2020-09-23
Wydawca:
Uniwersytet Przyrodniczo-Humanistyczny w Siedlcach
Tematy:
Fortress
Defensive Fortifications
Sasanian Period
Iran
Linear Walls
Opis:
Defensive structures have been applied as the permanent elements of the Iranian urbanism, from the first phases of sedentism in the Neolithic period onwards. Following the Iranian tradition in architecture, Sasanian fortifications having local features were constructed in adaptation with the regional circumstances. Nevertheless, we can find some similarities in the components of the defensive installations. The defensive structures located within the Sasanian territory turned Iran into the unconquerable fortress providing Sasanians with military, political, cultural, and economic dominance over a vast area of the ancient world for more than four centuries.
Źródło:
Historia i Świat; 2020, 9; 37-59
2299-2464
Pojawia się w:
Historia i Świat
Dostawca treści:
Biblioteka Nauki
Artykuł
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