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Wyświetlanie 1-6 z 6
Tytuł:
Influence of the PZT actuator asymmetry on the LQR control parameters in the active reduction vibrations of beams
Autorzy:
Kuras, Romuald
Powiązania:
https://bibliotekanauki.pl/articles/24202000.pdf
Data publikacji:
2022
Wydawca:
Politechnika Poznańska. Instytut Mechaniki Stosowanej
Tematy:
beam
PZT
active vibration control
vibration reduction coefficient
effectiveness coefficient
belka
aktywna kontrola drgań
współczynnik redukcji drgań
współczynnik efektywności
Opis:
The paper deals with the active reduction of beam vibrations using piezoelectric transducers (PZT). The LQR parameters of the control of an asymmetric actuator (a-PZT) depending on the length of its arms were analysed. The results were compared to those of the symmetrical PZT (s-PZT), so far used as standard. The actuator is modeled with two bending moments or two pairs of forces. The design of the LQR controller also took into account the location of the PZT on the beam. The reduction efficiency can also be increased by using asymmetrical PZT. To obtain the vibration asymmetry of the beam, simply supported at both ends, an asymmetrically point mass was added. The LQR control was applied to an asymmetric actuator on the beam. Two-parameter optimization was used to find the optimal proportions of the a-PZT arms. For such a problem, the LQR control parameters were found, which ensure the highest efficiency of vibration reduction.
Źródło:
Vibrations in Physical Systems; 2022, 33, 3; art. no. 2022305
0860-6897
Pojawia się w:
Vibrations in Physical Systems
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Investigating the factor of safety for the design of columns using properties of steel rebarsmanufactured in Pakistan
Autorzy:
Abbas Zaidi, Safdar
Arsalan Saeed, Muhannad
Haider, Farhan
Powiązania:
https://bibliotekanauki.pl/articles/230463.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
współczynnik redukcji wytrzymałości
analiza wytrzymałościowa
obciążenie momentem
interakcja
słup żelbetowy
strength reduction factor
strength analysis
moment load
interaction
reinforced concrete column
Opis:
This paper includes the behaviour of RC column, using the steel strength data employed by Rafi et al. (2014). Eccentric short columns are studied for this purpose, both tension and compression controlled sections, are analysed considering the current design practice of Pakistan. Three cross sections were analysed using different steel percentages against load-moment interaction and the strength analyses. Concrete strength is also varied in this analysis. The load moment interaction diagrams were observed in major and minor axes and strength analysis is made for compression controlled and tension controlled sections. In this analysis it is observed that a section designed as a tension controlled is giving brittle failure at certain limit which should be avoided. Considering this scenario, several random cross sections are analysed, strength reduction factors for eccentric and pure axial columns are computed. Conclusions are made on behalf of this analysis for different types of column design.
Źródło:
Archives of Civil Engineering; 2020, 66, 3; 191-208
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Investigating the factor of safety for the design of columns using properties of steel rebar’s manufactured in Pakistan
Autorzy:
Zaidi, Safdar Abbas
Saeed, Muhammad Arsalan
Haider, Farhan
Powiązania:
https://bibliotekanauki.pl/articles/1849760.pdf
Data publikacji:
2020
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
współczynnik redukcji wytrzymałości
analiza wytrzymałościowa
interakcja
moment obciążenia
pręt stalowy
słup
strength reduction factor
strength analysis
load moment
interaction
steel rebar
column
Opis:
This paper includes the behaviour of RC column, using the steel strength data employed by Rafi et al. (2014). Eccentric short columns are studied for this purpose, both tension and compression controlled sections, are analysed considering the current design practice of Pakistan. Three cross sections were analysed using different steel percentages against load-moment interaction and the strength analyses. Concrete strength is also varied in this analysis. The load moment interaction diagrams were observed in major and minor axes and strength analysis is made for compression controlled and tension controlled sections. In this analysis it is observed that a section designed as a tension controlled is giving brittle failure at certain limit which should be avoided. Considering this scenario, several random cross sections are analysed, strength reduction factors for eccentric and pure axial columns are computed. Conclusions are made on behalf of this analysis for different types of column design.
Źródło:
Archives of Civil Engineering; 2020, 66, 4; 61-78
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Calculation of the thermal dynamic performance of the residential buildings walls
Autorzy:
Kalinović, Saša M.
Djoković, Jelena M.
Nikolić, Ružica R.
Hadzima, Branislav
Powiązania:
https://bibliotekanauki.pl/articles/104140.pdf
Data publikacji:
2019
Wydawca:
Stowarzyszenie Menedżerów Jakości i Produkcji
Tematy:
wall's specific mass
heat conduction coefficient
periodical heat transfer
reduction factor
thermal inertia
ściany
współczynnik przewodzenia ciepła
okresowe przekazywanie ciepła
współczynnik redukcji
bezwładność cieplna
Opis:
Calculation of the thermal dynamic properties of the multi-layer wall isolation of residential buildings is presented in this paper. Taking into account that the final objective is to create a building with the highest energy efficiency ratio, i.e. with the lowest energy consumption, both for heating and cooling, it is necessary to realize the good thermal characteristics of the multi-layer wall. To obtain the optimal solution for the wall's structure, various wall structures with different thicknesses of the individual layers, were analyzed. Based on results, presented in this paper, one can conclude that for walls with the same total thickness, but various thicknesses of the individual layers, that constitute the complete wall structure, the differences appear in the delay of the change of the walls outside temperature. In that way, by varying those individual layers' thicknesses, one can obtain the optimal solution for the wall structure with the highest savings of energy.
Źródło:
Quality Production Improvement - QPI; 2019, 1, 1; 212-221
2657-8603
Pojawia się w:
Quality Production Improvement - QPI
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Investigation of Resilience of Eccentrically Braced Frames Equipped with Shape Memory Alloys
Autorzy:
Pirmoghan, Hamid
Khoshravi, Hossein
Sadeghi, Abbasali
Pouraminian, Majid
Noroozinejad Farsangi, Ehsan
Powiązania:
https://bibliotekanauki.pl/articles/27314709.pdf
Data publikacji:
2022
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
shape memory alloy
SMA
super-elastic behaviour
response modification factor
shape memory effect
reduction factor
seismic resilience
stop z pamięcią kształtu
współczynnik modyfikacji
współczynnik redukcji
odporność sejsmiczna
Opis:
Nowadays, the use of smart materials in structures is a major concern to structural engineers. The act of benefiting from numerous advantages of these materials is the main objective of researches and studies focused on seismic and structural engineering. In the present study, in addition to the development of finite element models of several steel frames using ABAQUS software, the effect of shape memory alloys (SMAs) on superelastic behavior and the various types of eccentric braces will be checked. Moreover, it was observed that the use of SMAs within various types of bracing systems of steel frames leads to a decrease in the reduction factor of the frames. Also, the eccentric bracing in which SMAs are utilized in the middle of bracing led to the highest effect on reduction of lateral drift of the frames and decrease of reduction factor. The obtained results indicated that the application of smart materials led to increasing of strain energy and base shear of the first plastic hinge, which is followed by a decrease in the reduction factor of the frame.
Źródło:
Civil and Environmental Engineering Reports; 2022, 32, 1; 176--190
2080-5187
2450-8594
Pojawia się w:
Civil and Environmental Engineering Reports
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Harmonic reduction techniques using multi-pulse rectifiers
Metody redukcji wyższych harmonicznych z wykorzystaniem prostowników multipulsowych
Autorzy:
Stawczyk, P.
Powiązania:
https://bibliotekanauki.pl/articles/402226.pdf
Data publikacji:
2013
Wydawca:
Politechnika Świętokrzyska w Kielcach. Wydawnictwo PŚw
Tematy:
AC/DC converter
power quality
THD (Total Harmonic Distortion)
autotransformer
przekształtnik AC/DC
jakość energii
współczynnik zawartości harmonicznych
autotransformator
Opis:
AC/DC converters generate high harmonic currents and voltages into the power system, which causes a deformation of their shapes and increases active power losses. This article gives short review about basic methods of reduction of higher harmonics in phase currents of AC/DC converters consisting of parallel connected 6-pulse bridges.
Źródło:
Structure and Environment; 2013, 5, 2; 43-47
2081-1500
Pojawia się w:
Structure and Environment
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-6 z 6

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