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Wyświetlanie 1-15 z 865
Tytuł:
Load capacity of the mixed bench and slab foundation. Numerical simulations and analytical calculation model
Autorzy:
Grodecki, Michał
Powiązania:
https://bibliotekanauki.pl/articles/1845166.pdf
Data publikacji:
2021
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
bench foundation
slab foundation
load capacity
numerical modelling
Opis:
The paper presents results of a numerical investigation on load capacity of the mixed bench and slab shallow foundations (often used in the process of the modernization of the old, antique buildings, which are suffering from lack of the load capacity). The main trouble with use of existing analytical approaches is a non-unique foundation level of the bench and slab, they could even be founded on different geotechnical layers. Proposed analytical model based on Brinch Hansen (EC-7) approach could deal with such a problem. Results of 2D and 3D numerical modelling (ultimate load of the foundation) are compared to the obtained by using the proposed approach. Influence of the soil above the foundation level is also investigated. Different width to length ratios of the foundation are analyzed (from "short" to "long" foundations). Usability of the proposed analytical model in engineering practice is proved by numerical simulations; the obtained results are on the safe side with quite acceptable margin of additional safety.
Źródło:
Studia Geotechnica et Mechanica; 2021, 43, 2; 135-141
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Comparative analysis of selected methods for seating of machines using foundation bolted joints
Autorzy:
Grzejda, R.
Powiązania:
https://bibliotekanauki.pl/articles/104859.pdf
Data publikacji:
2018
Wydawca:
Politechnika Rzeszowska im. Ignacego Łukasiewicza. Oficyna Wydawnicza
Tematy:
seating of machines
foundation bolted joints
foundation chock
finite element method
Opis:
Finite element modelling of elements connected in foundation bolted joints applied in the case of seating of heavy machines or devices is presented. The study is focused on joints made with the use of three different types of chocks: a steel chock, a polymer chock and a polymer-steel chock. Stiffness characteristics of the joined elements for the adopted models of the foundation bolted joint at the assembly stage are described and compared. Conclusions of paramount importance to the engineering practice are created.
Źródło:
Czasopismo Inżynierii Lądowej, Środowiska i Architektury; 2018, 65, 3; 91-100
2300-5130
2300-8903
Pojawia się w:
Czasopismo Inżynierii Lądowej, Środowiska i Architektury
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Education in community archives: the KARTA Centre and the General Elżbieta Zawacka Foundation
Autorzy:
Wiśniewska-Drewniak, Magdalena
Powiązania:
https://bibliotekanauki.pl/articles/628250.pdf
Data publikacji:
2017
Wydawca:
Fundacja Pro Scientia Publica
Tematy:
community archives
KARTA Centre Foundation
General Elżbieta Zawacka Foundation
education in archives
Opis:
In general, community archives are grass-roots documentary initiatives built around a broadly defined community, which collect, preserve, describe and provide access to historical sources concerning a previously chosen topic, e.g. local history and traditions, a social movement, a minority, an ethnic group, an event or a person. The phenomenon of community archiving is not new, but only several years ago it started to be described by scholars in Poland. The article describes educational activities performed by two biggest and most influential community archives in Poland: the KARTA Centre Foundation in Warsaw and the General Elżbieta Zawacka Foundation in Toruń. Actions of these archives are shown referring to general understanding of education in historical archives, as well as specific situation of Polish archives, especially their mission to promote historical knowledge and local identity. Also promotional qualities of educational endeavours in archives are stressed. 
Źródło:
Journal of Education Culture and Society; 2017, 8, 2
2081-1640
Pojawia się w:
Journal of Education Culture and Society
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Wybrane aspekty dotyczące posadowień budynków
Selected aspects of buildings foundations
Autorzy:
Hulboj, R.
Major, M.
Powiązania:
https://bibliotekanauki.pl/articles/2068298.pdf
Data publikacji:
2014
Wydawca:
Politechnika Częstochowska
Tematy:
dom jednorodzinny
fundament
posadowienie budynku
posadowienie bezpośrednie
fundament bezpośredni
detached house
foundation
building foundation
shallow foundation
Opis:
W artykule podkreślono wybrane aspekty dotyczące posadowienia budynków na przykładzie współcześnie realizowanych domów jednorodzinnych. Omówiono podstawowe typy fundamentów bezpośrednich i wskazano na dobór rozwiązań uzależnionych nie tylko od parametrów gruntu, ale również od rodzaju technologii budowy domu jednorodzinnego.
This paper presents selected aspects of buildings foundations on the example of contemporary implemented houses. There were discussed the main types of direct foundations and it was pointed to the selection of solutions which depend not only on soil parameters but also on the type of technology used to build a detached house.
Źródło:
Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo; 2014, 20 (170); 81--88
0860-7214
Pojawia się w:
Zeszyty Naukowe Politechniki Częstochowskiej. Budownictwo
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Wpływ aktu fundacyjnego na statut fundacji w kontekście czynności notarialnej
The impact of the foundation act on the foundations statute in the context of notarial activity
Autorzy:
Górny, Kajetan
Powiązania:
https://bibliotekanauki.pl/articles/1886423.pdf
Data publikacji:
2021-04-30
Wydawca:
Polskie Wydawnictwo Ekonomiczne
Tematy:
fundacja
akt fundacyjny
statut fundacji
notariusz
akt notarialny
foundation
foundation act
foundation statute
notary
notarial deed
Opis:
Celem artykułu jest przedstawienie charakteru zależności zachodzących pomiędzy aktem fundacyjnym a statutem fundacji w kontekście procedury notarialnej. Omówiono w szczególności powinności notariusza obejmujące sporządzenie obu aktów. Opracowanie ma także na celu poddanie analizie obowiązku notariusza dotyczącego oceny, czy majątek wskazany w akcie fundacyjnym jest wystarczający do osiągnięcia celów działania fundacji.
The aim of the article is to present the nature of the relationship between the foundation act and the foundation's statute in the context of the notarial procedure. In particular, the duties of a notary public, including the preparation of both acts, were discussed. The study also analyzes the notary's obligation to assess whether the property indicated in the foundation deed is sufficient to achieve the foundation's goals.
Źródło:
Przegląd Ustawodawstwa Gospodarczego; 2021, 4; 51-56
0137-5490
Pojawia się w:
Przegląd Ustawodawstwa Gospodarczego
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Describing the settlement of the foundation pile subject to test loads
Autorzy:
Mroczkowski, K.
Powiązania:
https://bibliotekanauki.pl/articles/224524.pdf
Data publikacji:
2007
Wydawca:
Politechnika Warszawska. Wydział Geodezji i Kartografii
Tematy:
pal fundamentowy
obciążenie próbne
osiadanie pala fundamentowego
pomiary geodezyjne
foundation pile
test loads
settlment of foundation pile
engineering surveying
Opis:
The test loads are an indispensable part of quality control of the foundation piles. Typical examples of foundation piles settlements as presented in this paper are one of the four stages of interpreting the test load results. The remaining stages which accompany the interpretation, i.e. determination of maximum displacement for given load degrees, reparation of an auxiliary diagram, determination of maximum and limit load will be dealt with in the future.
Źródło:
Reports on Geodesy; 2007, z. 1/82; 187-191
0867-3179
Pojawia się w:
Reports on Geodesy
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Galerkin method for bending analysis of beams on non-homogeneous foundation
Autorzy:
Musa, A., E., S.
Powiązania:
https://bibliotekanauki.pl/articles/122566.pdf
Data publikacji:
2017
Wydawca:
Politechnika Częstochowska. Wydawnictwo Politechniki Częstochowskiej
Tematy:
Galerkin method
non-homogenous foundation
analysis of beams
beam on elastic foundation
metoda Galerkina
fundament niejednorodny
zginanie belek
Opis:
In this study, a mathematical formulation for static bending analysis of a beam on a non-homogenous foundation is presented. The proposed method offers an accurate procedure for analysis and design of a beam resting on a varying soil bed. The Winkler foundation model is used and presented using discontinuous functions to account for the sudden change in the soil stiffness coefficient. The solution of the governing differential equation is then obtained using the Galerkin method with the help of approximation functions that satisfy the boundary conditions. A systematic approach for setting the approximation functions for different support and soil conditions is suggested. The accuracy of the proposed method is verified through two numerical examples, and they showed an excellent agreement with the finite element method (FEM) and available literature results.
Źródło:
Journal of Applied Mathematics and Computational Mechanics; 2017, 16, 3; 61-72
2299-9965
Pojawia się w:
Journal of Applied Mathematics and Computational Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analiza porównawcza technologii Windows Presentation Foundation i Windows Forms
Comparative analysis of Windows Presentation Foundation and Windows Forms
Autorzy:
Michał, Pasztaleniec
Maria, Skublewska-Paszkowska
Powiązania:
https://bibliotekanauki.pl/articles/98142.pdf
Data publikacji:
2020
Wydawca:
Politechnika Lubelska. Instytut Informatyki
Tematy:
NET
WPF
Windows Presentation Foundation
Windows Forms
WinForms
analiza wydajności
performance analysis
Opis:
Artykuł przedstawia porównanie dwóch technologii do tworzenia aplikacji desktopowych opartych o język C#. Analiza dotycząca wykorzystania procesora, pamięci RAM oraz czasu wykonywania operacji została przeprowadzona na technologiach Windows Presentation Foundation i Windows Forms. Do badań wykorzystano aplikacje o tej samej funkcjonalności w obu technologiach. W analizie porównawczej uwzględniono czasy danych operacji oraz wydajność aplikacji.
The article presents a comparison of two technologies for creating desktop applications based on C#. The analysis conserns the use of the processor, RAM and time of the operation was carried out on the technologies of Windows Presentation Foundation and Windows Forms. The research use applications with the same functionality in both technologies. The comparative analysis took into account the times of operations and application performance.
Źródło:
Journal of Computer Sciences Institute; 2020, 14; 26-30
2544-0764
Pojawia się w:
Journal of Computer Sciences Institute
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Conditions of proper interaction of low-pressure injection piles (LIP) with structure and soil, carrying capacity of pile anchorage in foundation
Autorzy:
Pachla, H.
Powiązania:
https://bibliotekanauki.pl/articles/178602.pdf
Data publikacji:
2016
Wydawca:
Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Tematy:
low-pressure injection pile
pile anchorage in foundation
contact surface
foundation design
Opis:
The formation of a pile in the existing foundation and soil creates a new foundation construction which has a structure of foundation-pile-soil. This construction must be able to transfer loads from the foundation to the pile and from the pile to the soil. The pile structure has to transfer an imposed load. From the point of view of continuum mechanics determination of the capacity of such a system is preceded by the analysis of contact problem of three contact surfaces. Each of these surfaces is determined by different pairs of materials. The pair which creates a pile anchorage is a material from which the foundation is built (structure of stone and grout, brick and grout, concrete or reinforced concrete and grout. The pile structure is formed by grout and steel rebar. The pile formed in soil is created by a pair of grout and soil. What is important is that on contact surfaces the materials adhering to one another are subjected to different deformation types that are controlled by mechanical properties and geometry of these surfaces. In the paper, additional conditions that should be fulfilled for the foundation-pile-soil system to make load transfer from foundation to soil possible and safe are presented. The results of research done by the author on foundation-pile contact surface are discussed. The tests were targeted at verifying the bearing capacity of anchorage and deformation of piles made of grout and other materials from which foundations are built. The specimens were tested in tension and compression. The experiments were conducted on the amount specimens which is regarded as small sample to enable the statistical analysis of the results.
Źródło:
Studia Geotechnica et Mechanica; 2016, 38, 4; 33-49
0137-6365
2083-831X
Pojawia się w:
Studia Geotechnica et Mechanica
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Roboty fundamentowe – projektowanie i wykonanie fundamentów pośrednich
Autorzy:
Szruba, M.
Powiązania:
https://bibliotekanauki.pl/articles/365467.pdf
Data publikacji:
2017
Wydawca:
Nowoczesne Budownictwo Inżynieryjne
Tematy:
fundament pośredni
projektowanie
geotechnika
posadowienie
bezpieczeństwo
intermediate foundation
projects
geotechnics
foundation
safety
Opis:
Fundament jest elementem konstrukcyjnym budowli, którego zadaniem jest przekazanie obciążenia na podłoże gruntowe w taki sposób, aby podłoże to nie osiadało nadmiernie, a cały układ budowla – fundament – podłoże gruntowe był stateczny. Trudne warunki gruntowe w większości sytuacji prowadzą do rezygnacji z posadowienia bezpośredniego obiektów inżynieryjnych na rzecz posadowienia pośredniego.
Źródło:
Nowoczesne Budownictwo Inżynieryjne; 2017, 4; 56-62
1734-6681
Pojawia się w:
Nowoczesne Budownictwo Inżynieryjne
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Concrete Foundation Systems and Footings
Autorzy:
Nangan II, Allen P.
Ganiron Jr, Tomas U.
Martinez, Doyce T.
Powiązania:
https://bibliotekanauki.pl/articles/1179221.pdf
Data publikacji:
2017
Wydawca:
Przedsiębiorstwo Wydawnictw Naukowych Darwin / Scientific Publishing House DARWIN
Tematy:
Building
footings
foundation
geotechnical engineering
structural systems
Opis:
This paper discusses a list of information and issues that causes of structural failure in the foundations and footings of a building. When a load is gradually applied on a foundation, settlement occurs which is almost elastic to begin with. At the ultimate load, general shear failure occurs when a plastic yield surface develops under the footing, extending outward and upward to the ground surface, and catastrophic settlement or rotation of the foundation occurs. Foundation failure is caused by multiple reasons such as poor soil preparation, water problems, dry heat, large trees and plumbing issues Foundation failure is where the foundation settles below level of original construction to a point where damages has occurred such as veneer cracking, interior sheetrock cracking, separations in the veneer and misaligning doors to name a few common symptoms
Źródło:
World Scientific News; 2017, 80; 1-17
2392-2192
Pojawia się w:
World Scientific News
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Analytical method for designing flexible foundations for soil-steel composite structures
Autorzy:
Samolewski, W.
Powiązania:
https://bibliotekanauki.pl/articles/383695.pdf
Data publikacji:
2017
Wydawca:
Politechnika Poznańska. Wydawnictwo Politechniki Poznańskiej
Tematy:
flexible foundation
elastic beam
Winkler foundation
soil-steel composite structure
Opis:
Soil-steel composite structures are usually designed with the use of analytical methods presented in such standards as SDM, CHBDC, or ASHTOO. Nevertheless, none of those standards introduces an analytical method for designing flexible foundations. Therefore, such foundations are usually designed with the use of time consuming and labor intensive full FEM analysis. In this paper the author makes an attempt at using classical foundations engineering solutions and models a corrugated steel plate foundation as an elastic beam on Winkler foundation. Moreover, he tries to find a method that takes into account layered configurations of geological substrates. Subsequently, the obtained values are compared against corresponding FEM analysis results. Likewise, the author evaluates the usefulness and accuracy of the presented computational approach.
Źródło:
Archiwum Instytutu Inżynierii Lądowej; 2017, 23; 251-268
1897-4007
Pojawia się w:
Archiwum Instytutu Inżynierii Lądowej
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
FUNDACJA ERNSTA BARLACHA W GÜSTROW
THE ERNST BARLACH FOUNDATION IN GÜSTROW
Autorzy:
Volker, Probst,
Powiązania:
https://bibliotekanauki.pl/articles/433609.pdf
Data publikacji:
2015
Wydawca:
Krajowy Ośrodek Badań i Dokumentacji Zabytków
Tematy:
Ernst Barlach (1870–1938)
Ernst Barlach Foundation
Güstrow
museology
exposition.
Opis:
It is rather unusual that as many as four German museums within the remit of three independent institutions are devoted to one artist – Ernst Barlach (1870–1938), a representative of modernist art, sculptor, graphic artist and writer, whose life and work significantly influenced 20th-century art history. His life and works have been commemorated in four places, two of which are museums in Wedel (the artist’s birthplace) and in Ratzenburg (where he spent his youth), managed by the Ernst Barlach Association in Hamburg. Meanwhile, the Ernst Barlach House in Hamburg preserves the collection once created by the manufacturer Hermann F. Reemtsma (1892–1961), which is exhibited in a museum in Jenisch Park (Hamburg– Nienstedten) designed by the architect Werner Kallmorgen (1902–1979). The Ernst Barlach Foundation stores the artist’s legacy, the world’s most comprehensive set of his works from the years 1888–1938, in Güstrow in Mecklenburg–Western Pomerania. The creation of the Foundation immortalised the artist’s history and creative development. He died in Rostock in September 1938 and Nikolaus Barlach (1906–2001), his son and only heir, inherited not only the artist’s estate but also his legacy. The son preserved the collection with the help of experts on Barlach’s work. He managed to keep it undamaged even during the Nazi period. After 1945, he delegated the task of preserving his father’s legacy to Friedrich Schult (1889–1978), a drawing teacher from Güstrow, whose major achievement was publishing the first catalogues of Barlach’s works between 1958 and 1971. However, in the East Germany formed in 1949, Barlach’s works were widely controversial. Once both German states had been united in 1990, the political order changed and after some negotiations, the whole legacy preserved in Güstrow together with the house–workshop was sold by the heirs to trustees from the Foundation of Culture of Federal States in 1993, who recommended at the same time that the goods form part of a foundation for the public benefit. The Federal Republic of Germany, the Foundation of Culture and the federal state of Mecklenburg-Western Pomerania were deeply involved in this purchase. The Foundation deals with Barlach’s life and work, but its main field of activity are museum works: storing, collecting, preserving, researching and promoting the artist’s output. It also functions as a research centre for Barlach’s work, arranges international cooperation in its projects with other museums and institutions, organises exhibitions and issues various publications.
Źródło:
Muzealnictwo; 2015, 56; 133-148
0464-1086
Pojawia się w:
Muzealnictwo
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
THE FOUNDATION 'TRADITIO EUROPAE' AND ITS INTERNET SITE (Fundacja i portal internetowy 'Traditio Europae')
Autorzy:
Bibik, Barbara
Toczko, Rafal
Powiązania:
https://bibliotekanauki.pl/articles/702551.pdf
Data publikacji:
2006
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
'TRADITIO EUROPAE' - FOUNDATION
CLASSICAL SCHOLARSHIP
Opis:
The Foundation 'Traditio Europae', created in Torun by Professor Marian Szarmach, aims at supporting research on European culture and especially on its ancient origins, and promoting interest in these matters. Among many projects of the Foundation, one should mention a classical culture competition for high schools and junior colleges, and an internet site giving access to articles on antiquity by scholars and university students.
Źródło:
Meander; 2006, 61, 3-4; 364-366
0025-6285
Pojawia się w:
Meander
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Experimental Investigation of Skirted Foundation in Sand Subjected to Rapid Uplift
Autorzy:
Kulczykowski, Marek
Powiązania:
https://bibliotekanauki.pl/articles/1837763.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Instytut Budownictwa Wodnego PAN
Tematy:
skirted foundation
suction caisson
pullout resistance
rapid uplift
model investigations
Opis:
This paper reports results from 1g model tests carried out under single gravity on a skirted foundation installed in sand and subjected to a rapid uplifting force. The effects of displacement rates ranging from 5 mm/s to 450 mm/s on the ultimate capacity, suction pressure inside the skirt compartment, and time of extraction were investigated. Test results indicate that the displacement rate significantly affected the magnitude of uplift resistance, as well as the magnitude of suction under the foundation lid, but had little effect on the relationship between stress and the displacement of the foundation. The shapes of the uplift capacity-displacement curve and the suction-displacement curve were similar for all experimental displacement rates.
Źródło:
Archives of Hydro-Engineering and Environmental Mechanics; 2020, 67, 1-4; 17-34
1231-3726
Pojawia się w:
Archives of Hydro-Engineering and Environmental Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Wyświetlanie 1-15 z 865

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