natgillin/translations-raw huggingface dataset:
First, we compared the average values and variances between the two groups where the T-test and F-test were used, respectively.
promijenili u odnosu na podatke iz drugog razdoblja, budući da su dobivene male P-vrijednosti za gotovo sva svojstva ( &lt; 0,05).
Extremely high ET values (in comparison with other pixels) detected in a narrow coastal zone ( &gt; 8 mm/day), especially in the east, are not an indicator of a high ET but a consequence of a very coarse spatial resolution of the satellite image.
Vrlo visoke vrijednosti evapotranspiracije (u odnosu na okolne piksele) zabilježene u uskom obalnom pojasu ( &gt; 8 mm/ dan), posebno na istočnoj obali, ishod su primjene satelitske snimke vrlo krupne prostorne rezolucije.
At failure temperature, the results are within the requirements by the standard ( &lt; 2 °C).
Što se tiče lomne temperature, rezultati su u skladu sa zahtjevima iz norme ( &lt; 2 °C).
Softening point R &amp; B [ºC]
Točka razmekšanja R &amp; B [ºC]
Grain size &lt; 0.063 mm [m.-%]
Veličina zrna &lt; 0.063 mm [m.-%]
The difference of the average temperature at failure Tf between TU Wien and ZAG is 5 °C and is outside the permitted range in accordance with EN 12697-46 ( &lt; 2 °C).
Razlika prosječne lomne temperature Tf između TU Wein i ZAG iznosi 5 °C, što je prema EN 12697-46 izvan dopuštenog raspona ( &lt; 2 °C).
A higher demand for water due to a more porous structure of ash, compared to sand, limits the proportion of sand replacement with ash to &lt; 510 %wt [18].
Većina dosadašnjih zaključaka o reaktivnosti pepela izvedena je primjenom indirektnih metoda, mjerenjem tlačnih čvrstoća.
If an average daily traffic for heavy vehicles amounts to &lt; 100, then the partial factor for routine commercial vehicles amounts to γLL = 1,40, while it is γLL = 1,15 for specialized hauling vehicles.
Ako prosječni dnevni promet teških vozila iznosi &lt; 100, za uobičajena komercijalna vozila parcijalni koeficijent iznosi γLL = 1,40, a za posebna vučna vozila γLL = 1,15.
Another reliability level i.e. brepair, was also introduced, with bu &lt; brepair &lt; bnew.
Dodatno je uvedena još jedna razina pouzdanosti brepair, za koju vrijedi bu &lt; brepair &lt; bnew.
A safety measure for maintenance is considered adequate if EFM ≥ 1,0, and it is usually inadequate if EFM &lt; 1,0.
Sigurnosna mjera pri održavanju je prikladna ako je EFM ≥ 1,0, a obično neprikladna ako je EFM &lt; 1,0.
Small ρ &lt; 2
Male ρ &lt; 2
Medium (moderate) 2 &lt; ρ &lt; 5
Srednje (umjerene) 2 &lt; ρ &lt; 5
Serious 5 &lt; ρ &lt; 10
Ozbiljne 5 &lt; ρ &lt; 10
Small: EFM &lt; 0,5
Mala: EFM &lt; 0,5
Large: EFM &gt; 2,0
Velika: EFM &gt; 2,0
The information can be updated if the situation changes either on the market or at construction site.
Informacije se mogu aÅ¾urirati ako doÄe do promjene situacije bilo na trÅ¾iÅ¡tu ili na gradiliÅ¡tu.
Nowadays there are not only non-dowelled traditional JPCPs (slab length ≥ 3.5 m) but also JPCPs with short slabs (slab length &lt; 2.5 m), which is an innovation that does not include dowel bars in their design features.
Danas se, osim tradicionalnih betonskih kolnika (kod kojih je duljina ploča ≥ 3,5 m), primjenjuju i takvi betonski kolnici s kraćim pločama (duljina ploče &lt; 2,5 m), što je svojevrsna inovacija, budući da se ne upotrebljavaju moždanici.
Searching for a refinement of the AASHTO model [10], Roesler &amp; Wang [13] developed an algorithm for the prediction of the joint opening.
S ciljem poboljšanja AASHTO izraza [10], Roesler i Wang [13] razvili su algoritam za predviđanje otvaranja pukotina.
For that, they modified the analytical model developed by Zhang &amp; Li [14] in which, originally, only the drying shrinkage effect was considered.
Modificirali su model koji su razvili Zhang i Li [14] gdje je u obzir uzet samo utjecaj skupljanja pri sušenju.
Roesler &amp; Wang [13] modified the model in order to incorporate the temperature changes as well.
Roesler i Wang [13] u izrazu su primijenili i faktor promjene temperature.
Beom &amp; Lee [15] state that a cracked joint
Beom i Lee [15] navode u svom radu da
In particular, Pradena &amp; Houben [21] identified in the field the presence of UnCrJ even when traditional technical specifications for the saw-cutting depth were fulfilled.
Osim referentnih istraživanja, prisutnost neraspucanih razdjelnica na stvarnim takvim kolnicima zabilježili su u svom radu Zollingerea i suradnici [20] te Pradena i Houben [21].
The investigations of Beom &amp; Lee [15], Lee &amp; Stoffels [16], Lee &amp; Stoffels [17], Lee [18], and Morian et al. [19] focussed on the analysis of joint seals of in-service JPCPs.
Istraživanja koja su proveli Beom i Lee [15], Lee i Stoffels [16], Lee i Stoffels [17], Lee [18] i Morian i suradnici [19] fokusirana su na analizu zatvaranja razdjelnica u betonskim kolnicima u uporabi.
In fact, the procedure developed by Lee &amp; Stoffels [16] is not applicable to new JPCPs.
Zapravo, procedura koju su razvili Lee i Stoffels [16] ne može se primijeniti na nove betonske kolnike.
Moreover, Lee &amp; Stoffels [17] explicitly acknowledge the necessity of having a model to predict the UnCrJ phenomenon and the progress of the transverse cracking since early-age in JPCPs.
Štoviše, Lee i Stoffels [17] su eksplicitno izrazili nužnost izrade modela kako bi se predvidio fenomen neraspucanih razdjelnica i napredak poprečnih pukotina u ranoj fazi njegovanja takvih kolnika.
Regarding possible influence of traffic on joint activation, Beom &amp; Lee [15] and Lee &amp; Stoffels [16] analysed development of joint activation in traditional JPCPs geographically distributed across the USA and Canada.
Slika 4. prikazuje varijacije efikasnosti prijenosa opterećenja sa širinom pukotine, u konkretnom slučaju efikasnost prijenosa opterećenja povezana je sa širinom pukotine od 1,0 mm (70 %) i 2.0 mm (39 %).
The Pacific Southwest Inter-Agency Committee (PSIAC), The Modified Pacific Southwest Inter-Agency Committee (MPSIAC), the Factorial Scoring Model (FSM), the Vegetation-Surface Material-Drainage Density Model (VSD), the Gavrilović Model (Erosion Potential Method - EPM), Erosion Hazard Units (EHU), CORINE erosion risk maps, the Coleman &amp; Scatena Scoring Model (CSSM), the Fleming &amp; Kadhimi Scoring Model (FKSM), the Wallingford Scoring Model (WSM), and Revised Universal Soil Loss Equation (RUSLE), are all semi-quantitative models whose basic description and comparison are given by De Vente [7] and Eisazadeh et al. [8].
Pacific Southwest Inter-Agency Committee (PSIAC), Modified Pacific Southwest Inter-Agency Committee (MPSIAC), Factorial Scoring Model (FSM), Vegetation-Surface Material-Drainage Density Model (VSD), Gavrilovićev model (Erosion Potential Method - EPM), Erosion Hazard Units (EHU), CORINE karte rizika od erozije, Coleman &amp; Scatena Scoring Model (CSSM), Fleming &amp; Kadhimi Scoring Model (FKSM), Wallingford Scoring Model (WSM) i Revised Universal Soil Loss Equation (RUSLE) jesu semikvantitativni modeli čije su osnovne karakteristike opisali i usporedili de Vente [7] i Eisazadeh i dr. [8].
CA size categories were chosen as size 1 ( &lt; 0.063 mm), size 2 (0.063-0.125 mm), and size 3 (0.125-0.25 mm) (Figure 2).
Kategorije veličine CA odabrane su kao veličina 1 ( &lt; 0,063 mm), veličina 2 (0,063 - 0,125 mm) i veličina 3 (0,125 - 0,25 mm) (slika 2.).
Collinearity tolerance ( &gt; 0.1)
Tolerancija kolinearnosti ( &gt; 0.1)
Variance inflation factor ( &lt; 10)
Inflacijski faktor varijance ( &lt; 10)
Xie &amp; Xi investigated hardening mechanism of the alkali-activated low calcium fly ash mortars.
Xie i Xi istraživali su mehanizam očvršćivanja alkalno aktiviranih mortova s letećim pepelom i niskim udjelom kalcija.
Olivia &amp; Nikraz worked on the compressive strength evolution, water absorption and water permeability of the low-calcium fly ash geopolymer concrete.
Olivia i Nikraz analizirali su razvoj tlačne čvrstoće, vodoupojnost i vodopropusnost geopolimerskog betona s letećim pepelom i niskim udjelom kalcija.
According to SIST EN ISO 7730, the recommended value for the local thermal comfort level of the vertical air temperature difference, measured 0.1 m and 1.0 m above the floor level (sitting person), in the highest category, Category A, amounts to &lt; 2 K [19].
Prema normi SIST EN ISO 7730, preporučena vrijednost lokalne toplinske ugode za vertikalnu razliku u temperaturi zraka, mjereno 0,1 m i 1,0 m iznad razine poda (osoba koja sjedi) iznosi &lt; 2 K za najvišu kategoriju tj. kategoriju A [19].
K. Popp &amp; W. Schiehlen, Springer-Verlag, Berlin and New York, pp. 451-470, 2002.
Popp, K., Schiehlen, W.), Springer-Verlag, Berlin and New York, pp.451-470, 2002.
Hoboken, John Wiley &amp; Sons, Inc, 2003.
[10] Ljevo, Ž.,
In logarithmic coordinates this equation is translated into a straight line with the section at s-axis equalling to lnK, and with inclination amounting to tga = Ds / De = n (Figure 4).
Najniža vrijednost koeficijenta korelacije za linearnu ovisnost treba biti r &gt; 0,95, kako bi se potvrdila relativno pouzdana ovisnost između varijabli.
Consequently, all experimental data were translated to the logarithmic coordinate system (linear function) and then the K and n values were determined by the least-squares method.
Empirijska p-vrijednost kod analize varijance (skraćeno ANOVA) treba biti p &lt; 0,05, kako bi se potvrdila signifikantnost ovisnosti u intervalu 95 % standardne vjerojatnosti.
The lowest correlation coefficient for linear dependence should amount to r &gt; 0.95, in order to confirm the relatively reliable dependence between the variables.
Dodatni je razlog podjele taj što prvi interval ima posebno značenje jer obuhvaća granicu elastičnosti i tehničku granicu popuštanja.
In the analysis of variance (abbreviated as: (ANOVA) the empirical p-value should amount to p &lt; 0.05, in order to confirm the significance of dependence in the 95% standard confidence interval.
Podjelom deformacijskog očvršćivanja na dva intervala, koeficijent korelacije se poboljša u oba intervala i dostiže visoke vrijednosti (0,981 i 0,999), a pogreške aproksimacije se izrazito smanje.
The proportion at technical yield limit depends on initial conditions: with prior strain hardening the alloy is maintained at the level of &gt; 60 %, while the proportion is much lower in the annealed (soft) condition.
Udio na tehničkoj granici popuštanja ovisi o početnom stanju: prethodnim deformacijskim očvršćivanjem legura on se zadržava na razini &gt; 60 %, dok je kod žarenog (mekog) stanja znatno manji.
All aspects of the quality of life in cities are significantly influenced by infrastructure: residents' health, safety, economic opportunities, as well as conditions for work and leisure.
Infrastruktura bitno utjeÄe na sve aspekte kvalitete Å¾ivota u gradovima: zdravlje stanovnika, sigurnost, ekonomske moguÄnosti kao i moguÄnosti za rad i provoÄenje slobodnog vremena.
ri = f1(X,W) &amp; ui = f2(X,W)
ri = f1(X,W) i ui = f2(X,W)
and unaided approaches to environmental decision making, Environmental Science &amp; Policy, Elsevier, Vol. 10., No. 2., pp.
Pregled primjene metoda višekriterijske analize pri donošenju odluka o prometnoj infrastrukturi
for the Time Temperature Superposition Principle δ - dimensionless constant k, h - exponents such that 0 &lt; k &lt; h &lt; 1.
prema načelu vremensko-temperaturne superpozicije δ - bezdimenzionalna konstanta k, h - eksponenti s obzirom na kriterij: 0 &lt; k &lt; h &lt; 1.
The specimens were tested for compressive strength, split tensile strength, flexural strength, and modulus of elasticity at 7 &amp; 28 days as per IS: 516:1959 [26].
Tlačna čvrstoća, vlačna čvrstoća cijepanjem, čvrstoća savijanjem i modul elastičnost ispitani su na uzorcima starosti 7 i 28 dana prema normi IS: 516:1959 [26].
Properties of fresh SCSCC concrete made with LECA &amp; FAA as partial replacement for fine aggregate are presented in Table 2.
Svojstva svježeg SCSCC betona s dodatkom LECA i FAA agregata kao djelomične zamjene za sitnozrnati agregat prikazana su
b shows that the trend in compressive strength for the SCSCC with FAA as self curing agent at 7 &amp; 28 days is similar to that of the SCSCC with LECA.
b. pokazuje da je trend tlačne čvrstoće SCSCC betona s dodatkom FAA agregata, kao sredstva za unutarnju njegu, pri starosti 7 i 28 dana sličan trendu tlačne čvrstoće SCSCC betona s dodatkom LECA agregata.
Based on this, the punching calculation is reduced to the control of shear stress in the critical section, i.e. the calculated shear stress in critical cross section tcal, at some distance from column edges, is compared with the punching shear stress v. If the requirement tcal &lt; v, is fulfilled there is no danger of punching.
Na osnovi toga se proračun proboja svodi samo na kontrolu posmičnog naprezanja u kritičnom presjeku, odnosno uspoređuje se računsko posmično naprezanje u kritičnom presjeku trač, na određenoj udaljenosti od ruba stupa, s graničnim posmičnim naprezanjem pri proboju v. Ako je ispunjen uvjet trač &lt; v, nema opasnosti od proboja,
Cement &amp; Concrete Composites 24, 2002, p. 509-521.
under Concentrated Loads.
&gt; 10 Specimen can only be pull apart by a geological hammer
&gt; 10 Komad materijala je moguće otkinuti jedino uz pomoć geološkog čekića.
UCS = 24,8 IS(50) - 39,6 rocks with n &lt; 1 %Kahraman and ost.,
UCS = 24,8 IS(50) - 39,6 stijene s n &lt; 1% Kahraman i ost.,
UCS = 10,2 IS(50) + 23,4 rocks with n &gt; 1 % UCS = 10,58 IS(50)
UCS = 10,2 IS(50) + 23,4 stijene s n &gt; 1% UCS = 10,58 IS(50)
Hyben, I.: Machinery operator of the construction company (In Slovak: Mechanizátorstavebnejfirmy), B &amp; Group, Martin, 2007.
Mária Kozlovská, Marek Krajňák, Lenka Sirochmanová, Renáta Bašková, Zuzana Struková
The consecutive series of negative SPI values (SPI &lt; 0) determines duration of dry spell, which ends when the SPI reaches the positive or zero value.
Uzastopni niz negativnih SPI vrijednosti (SPI &lt; 0) upućuju na trajanje suše koja završava kada SPI postane pozitivan ili jednak nuli.
For the three-month scale, the relationship between
Na mjesečnoj razini, općenito, najjača korelacija (r &gt; 0.7) količine oborine (SPI) i protoka (SSI-Grab) zabilježena je u
In their study, the correlation between the water level and the SPI is significant for the scales of 7 to 10 months (r &gt; 0.5), while the correlation decreases for other time scales.
U njihovom radu, korelacija između razine vode i SPI je značajna za skale od 7 do 10 mjeseci (r &gt; 0,5), dok se za druge vremenske skale korelacija smanjuje.
They argue that the SPI is not suitable for determining the hydrological drought at longer time scales ( &gt; 12 months).
Oni tvrde da SPI nije pogodan za određivanje hidrološke suše na duljim vremenskim skalama ( &gt; 12 mjeseci).
Thus, the most significant correlation (r &gt; 0.7) SPI - flow - was determined in the cold season (autumn and winter) for shorter time scales (up to 6 months).
Tako je najznačajnija korelacija (r &gt; 0,7) SPI - protok utvrđena u hladnoj sezoni (jesen i zima) na kraćim vremenskim skalama (do 6 mjeseci).
The Grab watercourse has the strongest correlation (r &gt; 0.7) in the winter and spring months for a shorter time scale (from 1 to 6 months).
Vodotok Grab ima najjaču korelaciju (r &gt; 0,7) u zimskim i proljetnim mjesecima za kraće vremenske skale (od 1 do 6).
International Journal of Climatology, 33 (2013) 8, pp. 1884-1897.
[22] Gilbert, R.O.: Statistical methods for environmental pollution monitoring, John Wiley &amp; Sons, Inc., New York, 1987.
If VIF &gt; 10 the multi-collinearity problem is present [19].
Poslije prvog koraka backward regresijom su određeni parametri modela za procjenu produktivnosti (tablica 3.).
The F-test is used in this testing: if F &gt; Fkr, the coefficients are different from the basic hypothesis, which is renounced and an alternative hypothesis is accepted.
Za to se ispitivanje koristi F-test: ako je F &gt; Fkr, koeficijenti su različiti od nule, odbacuje se nulta hipoteza i prihvaća alternativna hipoteza.
Error Corrected Total
Pr &gt; F
Some studies focus on traffic performance versus safety effects of the speed limit strategies (USL &amp; DSL).
Neka istraživanja usmjerena su na metode ograničenja brzine s obzirom na prometnu učinkovitost naspram sigurnosti prometnice (USL &amp; DSL metode).
As the Iranian traffic organization regulated the corresponding differential speed in the LBSL strategy, the maximum posted speed differences between vehicles (cars &amp; trucks) in each lane amounted to 15 km/h in this strategy.
Budući da je Iranska organizacija za promet regulirala dopuštenu razliku u brzinama za svaki pojedini trak, kod LBSL metode je primijenjena maksimalna razlika u brzinama (osobna vozila i kamioni) u iznosu od 15 km/h.
According to this, one criterion out of nine (4 traffic performance &amp; 5 safety) was selected as target, as illustrated in graph form in figures 5 to 12.
Prema navedenom, jedan od 9 kriterija (4 o funkcioniranju prometa i 5 o sigurnosti) označen je kao cilj i prikazan na pripadajućem grafu na slikama 5 do 12.
Also, the two way ANOVA analysis shows that all seven criteria are independent of speed limit scenarios and maximum speed limits, because of speed limit scenarios, P-Value &lt; 0.05, and also maximum speed limits, PValue &lt; 0.05, in which the significant level is 0.05 (α = 0.05) [20].
Dvosmjerna analiza varijacije je pokazala da je svih sedam kriterija neovisno o metodi ograničenja brzine i vrijednosti maksimalnog ograničenja brzine jer je P-vrijednost u oba slučaja &lt; 0,05, gdje je 0,05 razina značajnosti (α = 0,05) [20].