Temat: raise - Katalog OPAC zbiorów

Skocz do pozycji: 1.

Tytuł:: The Biblical Call for Parents to Raise Their Children
Autorzy:: Dudziak, Urszula
Powiązania:: https://bibliotekanauki.pl/articles/2036255.pdf
Data publikacji:: 2018
Wydawca:: Katolicki Uniwersytet Lubelski Jana Pawła II. Towarzystwo Naukowe KUL
Tematy:: Holy Bible
parents
children
upbringing
educate
raise
Opis:: One of the main assignments for spouses is to transmit life. It is not enough to do this only in a physical way, but also in the mental, spiritual and social dimensions. Transmitting life is not simply procreation, but also education. Christian parents should learn about bringing up children from the texts of the Holy Bible. This will help them to fulfill their duties at the beginning of the journey of their married life. The parenting commitment is beneficial for their offspring, country, the Church and world.
Źródło:: Roczniki Teologiczne; 2018, 65, 10 English Online Version; 41-57
2353-7272
Pojawia się w:: Roczniki Teologiczne
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 2.

Tytuł:: The Influence of hamstring extensibility on spinal and pelvic postures in highly trained paddlers
Autorzy:: López-Miñarro, Pedro A.
Muyor, José M.
Alacid, Fernando
Powiązania:: https://bibliotekanauki.pl/articles/449142.pdf
Data publikacji:: 2013
Wydawca:: Politechnika Opolska. Wydział Wychowania Fizycznego i Fizjoterapii
Tematy:: thoracic
lumbar
pelvic
spine
straight leg raise
Opis:: Objectives. To determine whether the degree of hamstring muscle extensibility influences the sagittal spinal curvatures in standing and maximal trunk flexion on young athletes. Methods. Forty-two young elite kayakers (mean age: 15.09 ± 0.63 years) were recruited. Thoracic and lumbar curvatures and pelvic position were evaluated with a Spinal Mouse system in standing position and maximal trunk flexion with knees extended (toe-touch test) and flexed. Hamstring muscle extensibility was determined by passive straight leg raise test (PSLR). The sample was divided into two groups with regard to straight leg raise angle (PSLR < 80º, n=20, and PSLR ≥ 80º, n=20). Results. Subjects with lower extensibility presented higher thoracic angle and a more posterior pelvic tilt in maximal trunk flexion. However, no significant differences were found between both groups when standing. The lumbar curve was not affected by hamstring extensibility. Conclusions. Lower hamstring extensibility is related to increased thoracic curve and more posterior pelvic tilt when maximal trunk flexion is performed, which can overload the spine. A systematic stretching programme to improve hamstring extensibility should be incorporated into training activities.
Źródło:: Journal of Physical Education & Health - Social Perspective; 2013, 2, 4; 49-56
2084-7971
Pojawia się w:: Journal of Physical Education & Health - Social Perspective
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 3.

Tytuł:: Flanged deep corrugated vertical shaft liners
Autorzy:: Williams, K.
Michaluk, D.
Powiązania:: https://bibliotekanauki.pl/articles/384035.pdf
Data publikacji:: 2017
Wydawca:: Politechnika Poznańska. Wydawnictwo Politechniki Poznańskiej
Tematy:: vertical shaft liner
raise bore
flanged deep corrugated plate
edge
Opis:: Vertical shafts are used for ventilation, access for equipment/personnel, or storm-water transmission to underground cavities. Larger diameter vertical shafts are traditionally lined using either concrete or flat steel forms. This paper introduces flanged deep corrugated plate (FDCP) as an economical vertical shaft liner. For safety and accessibility reasons, shaft liners typically require installation be conducted from only one side of the liner. Shallow corrugated steel liner plates, which enables one side assembly, has been used for decades. However, shallow corrugated liner plate’s strength has limited their use to smaller (less than 6 m) diameters. FDCP, commonly referred to as The Edge, was first introduced to the marketplace in 2012 and is five times stronger and nine times stiffer than traditional steel liner plate. FDCP is available in two-flange and four-flange configurations and is best suited for applications: 1. required to resist ground/hydrostatic pressures or ground movements greater than the capacity of shallow corrugated liner plate; 2. needing to resist unbalanced loads; 3. where greater flowable fill pour heights are desired; 4. with diameters > 6 m. FDCP is designed to the same structural limit states as traditional overlap plates with the additional consideration of shear load at bolted connections. AASHTO LRFD Section 12.13 may be used as a guideline when determining loads and structural limit states for vertical shaft liners. FDCP is well suited for vertical shaft liners. Vertical shafts with diameters > 6 m and depths < 40 m are generally more economical and faster to construct when lined with FDCP. Product and construction innovations are required to increase advancement rate and shaft depth for which FDCP compares favourably to traditional concrete liner.
Źródło:: Archiwum Instytutu Inżynierii Lądowej; 2017, 23; 301-309
1897-4007
Pojawia się w:: Archiwum Instytutu Inżynierii Lądowej
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 4.

Tytuł:: Analysis of the seismic performances of structures reinforced by self-centering buckling-restrained braces
Autorzy:: Jin, Yongxu
Xu, Man
Jia, Jie
Powiązania:: https://bibliotekanauki.pl/articles/27312160.pdf
Data publikacji:: 2023
Wydawca:: Polska Akademia Nauk. Czasopisma i Monografie PAN
Tematy:: budynek wysokościowy
stabilizator wyboczeniowy samocentrujący
wysięgnik
rozpraszanie energii
właściwości sejsmiczne
super-high raise building
self-centering buckling-restrained brace
outrigger truss
energy dissipation
seismic performance
Opis:: The self-centering buckling-restrained brace (SC-BRB) may achieve self-restoration for structures and, to a certain degree, diminish the substantial seismic residual deformation following rare earthquakes when compared to the usage of the conventional buckling-restrained brace (BRB). It may be possible to reduce the abrupt change in stiffness at the location of the strengthened stories and make the outrigger better at dissipating energy by improving the design of the energy-dissipation outrigger. This study compares the seismic performances of two types of energy-dissipation outriggers with BRB and SC-BRB web member designs during rare earthquakes so that the changes can be measured. The results show that using the SC-BRB web member design reduces the maximum inter-story drift ratio by an average of 7.68% and increases the average plastic-energy dissipation of the outrigger truss by 8.75%. The evaluation results showthat the SC-BRB outrigger truss structure has better structural regularity and energy-dissipation performance. It has the ability to efficiently regulate the structural seismic response and lessen primary-structure damage.
Źródło:: Archives of Civil Engineering; 2023, 69, 3; 645--663
1230-2945
Pojawia się w:: Archives of Civil Engineering
Dostawca treści:: Biblioteka Nauki

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