natgillin/translations-raw huggingface dataset:
Influence of pit removal algorithms on surface runoff simulation, GRAÄEVINAR, 69 (3), 183-198, doi: https://doi.org/10.14256/JCE.
Utjecaj algoritama za uklanjanje depresija na simulaciju površinskog otjecanja, GRAĐEVINAR, 69 (3), 183-198, doi: https://doi.org/10.14256/JCE.
Influence of spatial variability of ground motion on seismic response of bridges, GRAÄEVINAR, 67 (10), 943-957, doi: https://doi.org/10.14256/JCE.
Učinak prostorne promjenjivosti potresne pobude na seizmički odziv mostova, GRAĐEVINAR, 67 (10), 943-957, doi: https://doi.org/10.14256/JCE.
SR EN 1998:3-2005 &amp; ND for Romania
SR EN 1998:3-2005 &amp; ND za Rumunjsku
Depending on the seismic hazard levels BSE 1 and BSE 2 in ASCE/SEI 41 06 and on the occupancy category in IBC (see IEBC, Tables 101.5.4.1 &amp; 101.5.4.2)
Ovisno o razinama seizmičkog rizika BSE1 i BSE2 u ASCE/SEI 41-06 i o kategoriji namjene u IBC (vidi IEBC, Tablice 101.5.4.1 &amp; 101.5.4.2)
BSE-1 &amp; BSE-2 in ASCE/ SEI 41 06, or seismic forces reduced to 75% as compared to those in IBC
BSE-1 &amp; BSE-2 u ASCE/ SEI 41-06, ili seizmičke sile smanjene na 75 % u odnosu na sile iz IBC-a
Three-tier procedure (Tier 1, 2 &amp; 3)
Trodijelni postupak (dijelovi 1, 2 i 3)
Intervention is necessary if: · R3 &lt; 0.65 ag for Vrancea seismic source · R3 &lt; 0.75 ag for Banat seismic source · (MRI = 40 years)
Intervencija je potrebna ako: · R3 &lt; 0.65 ag za seizmički izvor Vrancea · R3 &lt; 0.75 ag za seizmički izvor Banat · (MRI = 40 godina)
Influence of cure on the properties of polymer-modified mortars, GRAÄEVINAR, 59 (9)
mort, polimeri, mort s dodatkom polimera, Termoelektrana Šoštanj, uzorak, fizikalno-mehanička svojstva
Dynamic analysis of the tramcar &amp; track interaction
Preuzmi članak (EN verzija): n/a
3. Examples of energy-efficient architecture in B &amp; H and Macedonia
3. Primjeri energetski učinkovite arhitekture u BiH i Makedoniji
long return of investment time, which is a direct consequence of several factors: - the price of electricity in Bosnia &amp; Herzegovina is still low and amounts to 0.07 €/kWh, - the current cost for the purchase and installation of systems for the use of renewable sources of energy is high, especially in case of geothermal energy,
iskorištavanjem geotermalne energije tla s pet dubinskih geotermalnih sondi od 100 m (tip: Rehau RAUGEO PE-Xa 5x100 m, slika 15.) i dvije toplinske pumpe zemlja-voda (tip: Stiebel Eltron WPF 32 Set, izlazne snage 33,98 kWh, faktor iskoristivosti 4,35 pri B0, u setu s Buffer-om tip: SBP 700 E, volumen 700 l), povezanih u jedan sustav potpomognut toplinskom energijom dobivenom iz vakumskih solarnih
- there is no program in B &amp; H that would support and encourage construction of low energy and low emission houses/buildings.
kolektora (tip: Stiebel Eltron SOL 27 basic, snage 500 W/m2, ukupna korisne površina je 4 x 2,38 = 9,52 m2 i spremnik tip: SBB 501 WP SOL, volumen 500 l) na krovu građevine.
Influence of breakwater on the wave field in Makarska Port, GRAÄEVINAR, 62 (7)
lukobran, luka Makarska, valno polje, valovi, numeričko modeliranje, zaštita akvatorija
Influence of start temperature on tensile stress testing of restrained asphalt concrete specimens, GRAÄEVINAR, 65 (11), 987-992
Utjecaj početne temperature na ispitivanje vlačnog naprezanja pridržanih uzoraka asfaltbetona, GRAĐEVINAR, 65 (11), 987-992
Detailed rules which are related, just like in New York, solely to the protection of public surfaces, parks and cultural &amp; historic buildings and spaces, are presented in Chapter III, Article III, Shadows [16].
"Shadows" [16] nalaze se detaljna pravila, koja se poput onih u New Yorku odnose samo na zaštitu javnih površina, parkova i kulturno povijesnih građevina i prostora.
In Croatia, Bosnia &amp; Herzegovina and Montenegro, there are no national-level regulations or laws that regulate construction of new buildings from the standpoint of protection of existing building against shadows of the new built ones.
U Hrvatskoj, Bosni i Hercegovini te Crnoj Gori, na državnoj razini ne postoje pravila niti zakoni koji uređuju izgradnju novih zgrada, sa stajališta zaštite postojećih zgrada od sjene novoizgrađenih.
Car, Jeep &amp; Tempo
Osobni automobili, terenska vozila, monovolumeni
Trailers &amp; Containers
Tegljači s prikolicom
M - silt (mjala in Swedish, silt in English),
cu &lt; 4 i/ili 1 &gt; cc &gt; 3C
Procedure for USCS classification of soil according to ASTM D 2487
cu &lt; 6 i/ili 1 &gt; cc &gt; 3C
Plasticity diagram for the USCS classification according to ASTM D 2487
IP &gt; 7 i na ili iznad A-linijeJ
Meho Saša Kovačević, Danijela Jurić-Kaćunić
IP &lt; 4 ili ispod A-linijeJ
GRAINED SOILS ((more than 50% remains on sieve No. 200 - 0.075 mm)
(Granica tečenja - sušenje u peći) / (Granica tečenja - bez sušenja u peći) &lt; 0,75
cu &lt; 4 and/or 1 &gt; cc &gt; 3C
Masna glinaK,L,M
cu &lt; 6 and 7 or 1 &gt; cc &gt; 3C
AZasnovano na materijalima koji su prošli sito 3-in, 75 mm.
IP &gt; 7 and at or above A-lineJ
HAko tlo sadrži ≥ 15 % šljunka, nazivu grupe tla treba dodati “sa šljunkom”.
He has demonstrated that the results obtained by using an accelerometer varied significantly from those obtained by seismometers, especially in the low frequency ( &lt; 1 Hz) range.
Dokazao je da su rezultati dobiveni uz pomoć akcelerometra bitno drukčiji od onih dobivenih uz pomoć seizmografa, osobito kad je riječ o niskim frekvencijama ( &lt; 1 Hz).
Such a requirement has several consequences: a) In order for a peak to be significant, the SESAME group recommend checking that the following condition is fulfilled: f0 &gt; 10/lw (lw - window length).
Da bi vrh krivulje bio mjerodavan, skupina SESAME preporučuje ispunjenje uvjeta f0 &gt; 10/lw (lw - duljina prozora) kako bi za svaku frekvenciju u području interesa bilo najmanje 10 ciklusa po prozoru.
VS [m/s] Down-the-hole Ishihara &amp; Ansal, [34]
VS [m/s] Ispitivanja niz bušotinu
information technology, Croatian civil engineering, current state-of-the-art, development, survey, research results
informatiÄka tehnologija, hrvatsko graditeljstvo, stanje primjene, razvoj, anketa, rezultati istraÅ¾ivanja
- for the "end - end" link, with the time reserve of tz,f &gt; 0
(7) - za vezu "kraj - kraj", uz postojanje vremenske rezerve tz,f &gt; 0
- fco,i for 0 &lt; ei &lt; 3,5 ‰, the value of fco,i is calculated from
- fco,i se, za 0 &lt; ei &lt; 3,5 ‰, izračunava s konvencionalnog
- fcc,i for ei &gt; 0 the value of fcc,i is calculated from the stress
- fcc,i se, za ei &gt; 0, izračunava pomoću dijagrama naprezanja
μφ = k [1 + 2(qo - 1)TC / T1] for T1 &lt; TC
μφ = k [1 + 2(qo - 1)TC / T1] za T1 &lt; TC
Influence of wall girder size on its bearing capacity and ductility, GRAÄEVINAR, 60 (12)
Utjecaj veličine zidnog nosača na njegovu nosivost i duktilnost, GRAĐEVINAR, 60 (12)
Influence of pier and beam connections on seismic resistance of bridges, GRAÄEVINAR, 56 (8)
Utjecaj veze stupova i greda na seizmičke sile mostova, GRAĐEVINAR, 56 (8)
Influence of long term load on timber-concrete composite systems, GRAÄEVINAR, 67 (3), 235-246, doi: https://doi.org/10.14256/JCE.
Utjecaj dugotrajnog opterećenja na spregnute sustave drvo-beton, GRAĐEVINAR, 67 (3), 235-246, doi: https://doi.org/10.14256/JCE.
Francois &amp; Laloui [8] point to a slight reduction in water retention capacity of soil due to increase in temperature.
Francois i Laloui [8] upućuju na blago smanjenje sposobnosti tla da zadrži vodu u slučaju porasta temperature.
A similar behavior for clay was reported by Cekerevac &amp; Laloui [4].
Slično ponašanje gline opisuju i Cekerevac i Laloui [4].
However, in examples when it is not possible to achieve an R1 value of less than R2, it is acceptable for R1 to be greater than R2, provided the maximum difference in speeds is less than 20 km/h.
U primjerima kada nije moguće zadovoljiti uvjet R1 &lt; R2, tada je poželjno da R1 bude veći od R2 uz maksimalnu razliku brzina ne veću do 20 km/h.
According to results obtained during the study of vehicle path speeds under condition of normal traffic at four singlelane roundabouts (number of approaches = 3/4; circulatory roadway/approach = 1/1) located in the City of Zagreb, it can be concluded that the basic roundabout design requirement of R1, R2 &lt; R3, according to [4, 24], has been met.
Prema rezultatima provedenih istraživanja brzine trajektorije provoženja vozila u uvjetima normalnog toka na četiri odabrana jednotračna kružna raskrižja (broj: privoza = 3/4; kružni kolnik/privoz = 1/1) smještenih u gradu Zagrebu, može se zaključiti da je ispunjen osnovni uvjet pri projektiranju kružnih raskrižja R1, R2 &lt; R3, prema [4, 24].
Influence of horizontal curvature radius and bent skew angle on seismic response of RC bridges, GRAÄEVINAR, 69 (2), 83-92, doi: https://doi.org/10.14256/JCE.
Utjecaj horizontalne krivine i kuta kosine stupova na seizmički odziv ab mostova, GRAĐEVINAR, 69 (2), 83-92, doi: https://doi.org/10.14256/JCE.
Influence of traffic load on road system management, GRAÄEVINAR, 57 (10)
prometno opterećenje, cestovna mreža, prometni sustav, prometni tok, dnevni promet
The addition of rubber to the fresh concrete mixture also results in a reduced workability, especially when greater proportions are added ( &gt; 30% of the total volume of aggregate) [14, 15].
Dodatak gume u svježoj betonskoj mješavini smanjuje i obradljivost, posebno kada se radi o većim udjelima ( &gt; 30 % na ukupni volumen agregata) [14, 15].
Influence of vertical tie columns on bearing capacity of masonry walls, GRAÄEVINAR, 64 (4)
Utjecaj vertikalnih serklaža na nosivost zidanih zidova, GRAĐEVINAR, 64 (4)
Influence of early-age concrete behaviour on concrete pavements performance, GRAÄEVINAR, 69 (9), 875-883, doi: https://doi.org/10.14256/JCE.
Utjecaj ponašanja svježeg betona na svojstva betonskih kolnika, GRAĐEVINAR, 69 (9), 875-883, doi: https://doi.org/10.14256/JCE.
Park and ride facilities are places where passengers transfer from passenger cars to public transport vehicles (railways, light urban railways, buses).
Park &amp; Ride objekti su mjesta na kojima se ostvaruje transfer putnika između osobnog automobila i vozila javnog prijevoza (željeznice, lake gradske željeznice, tramvaja, autobusa).
Although park &amp; ride systems have been developing for many years in a number of cities, there are still many communities in which a much smaller significance is accorded to such systems.
Dok se u nekim gradovima Park &amp; Ride sustavi razvijaju dugi niz godina u drugima se ovim sustavima pridaje znatno manje značenje.
As the construction of R &amp; R facilities is financially demanding, these systems should be planned in a rational manner.
S obzirom da je izgradnja P &amp; R objekata financijski zahtjevna, potrebno je njihovom planiranju pristupiti na racionalan način.
At the end of the discussion, the data were analyzed using the Krueger [30] and Ritchie &amp; Spencer [31] framework analysis, and according to procedures described by Rabiee [32].
Na kraju rasprave podaci su bili analizirani pomoću okvirne analize koju predlažu Krueger [30] i Ritchie &amp; Spencer [31], te u skladu s postupcima koje iznosi Rabiee [32].
Influence of construction technology on the adhesion of remedial concrete, GRAÄEVINAR, 64 (7)
hidrodemoliranje, pjeskarenje, pneumatska obrada, priprema betona podloge, reprofilacija, sanacijski betoni/mortovi
Šibenik - Drniš - Knin - B &amp; H Border Express Road
Preuzmi članak (HR verzija): PDF
The design proposal for the Šibenik - Drniš - Knin - Bosnia &amp; Herzegovina Express Road is described.
Brza cesta Šibenik - Drniš - Knin - granica BiH
Šibenik - Drniš - Knin - B &amp; H Border Express Road, GRAĐEVINAR, 60 (8)
Šibenik, Drniš, Knin, granica BiH, brza cesta, projekt
Influence of natural fillers on shear strength of cement treated peat, GRAÄEVINAR, 65 (7), 633-640
Utjecaj prirodnih punila na posmičnu čvrstoću treseta ojačanog cementom, GRAĐEVINAR, 65 (7), 633-640
2Lille University, France Civil Engineering &amp; Geo-Environment Laboratory
2Lille University, Francuska Civil Engineering &amp; Geo-Environment Laboratory
The construction of the Vukovar's old water tower, built in 1913 by Banheyer &amp; Son based on the design of the Vukovar engineer Fran Funtak, is described in the paper.
U članku se opisuje izgradnja starog vodotornja u Vukovaru iz 1913. godine, koji je sagradila tvrtka Banheyer i sin prema projektu vukovarskog inženjera Frana Funtaka.
ρ for r &gt; r0
ρρ za r &gt; r0
Each class has its own coefficients x and xe for concrete classes ksc &gt; C50/60.
Za razrede betona ksc &gt; C50/60 svaki razred ima vlastite koeficijente x i xe.
The value of the ratio is also dependent on the serviceability and ultimate load ratio, Qk/Gk. Here it should be noted that the ratios Qk/Gk &lt; 1,0 are typical for structures made of "heavy materials" (concrete and masonry), while the ratios Qk/Gk &gt; 1,0 are typical for structures made of "lightweight materials" (wood and steel) [12].
Vrijednost omjera ovisi i o omjeru uporabnog i stalnog opterećenja Qk/Gk, pri čemu valja napomenuti kako su omjeri Qk/Gk &lt; 1,0 tipični za konstrukcije izrađene "teškim materijalima" (beton i ziđe), a omjeri Qk/Gk &gt; 1,0 tipični za konstrukcije izrađene "laganim materijalima" (drvo i čelik) [12].
However, if MEk,QP/ MEk,CA &lt; 0,75 then the characteristic combination (CA) is relevant for calculation.
Međutim, dogodi li se da je MEk,QP/ MEk,CA &lt; 0,75, za proračun je mjerodavna karakteristična kombinacija (CA).
where "s" is the slenderness reduction factor according to Section 3.1 for T-beams where we have beff &gt; 3 × bw, just like in the case under study.
pri čemu je "s" faktor redukcije vitkosti prema točki 3.1 za grede T-presjeka kod kojih je beff &gt; 3×bw, kao što je ovdje slučaj.
beff = 120 cm &gt; bmin = 32 cm - effective width meets the calculation requirement.
beff = 120 cm &gt; bmin = 32 cm - sudjelujuća širina zadovoljava proračun.
In case the first equal to or greater than dimensionless bending moment mRd is situated in the double reinforcement zone, i.e. if the relation mRd &gt; mRd,lim is valid, then the cross-section requires double reinforcement, and the calculation of elements can not be conducted based on preliminary dimensioning tables.
U slučaju da se prvi jednak ili veći očitani bezdimenzijski moment savijanja mRd nalazi u području dvostrukog armiranja, odnosno ako vrijedi da je mRd &gt; mRd,lim, tada je presjek potrebno dvostruko armirati, te se proračun elementa ne može provesti tablicama za preliminarno dimenzioniranje.
wk,t=0 = 0,17 mm &lt; wmax = 0,3 mm → satisfactory
wk,t=0 = 0,17 mm &lt; wmax = 0,3 mm → zadovoljava - širina pukotina za dugotrajno djelovanje
- total deflection from long-term action vtot,t=∞ = 1,05 cm &lt; vlim = L / 250 = 400 / 250 = 1,6 cm → satisfactory
vtot,t=∞ = 1,05 cm &lt; vlim = L / 250 = 400 / 250 = 1,6 cm → zadovoljava
In case of T-beams where beff ≤ 3 · bw is valid, the sections with effective depths that are about 30% higher than the minimum ones are obtained by means of tables.
Kod greda T-presjeka kojima je beff &gt; 3 · bw, primjenom tablica, ostvaruju se presjeci statičkih visina prosječno 30 % većih od minimalno potrebnih.
Influence of recycled filler on asphalt mix properties , GRAÄEVINAR, 69 (3), 207-214, doi: https://doi.org/10.14256/JCE.
Utjecaj recikliranog punila na svojstva asfaltnih mješavina, GRAĐEVINAR, 69 (3), 207-214, doi: https://doi.org/10.14256/JCE.
Influence of stirrup spacing in concrete column on its dynamic characteristics, GRAÄEVINAR, 67 (9), 843-851, doi: https://doi.org/10.14256/JCE.
Utjecaj razmaka spona u betonskom stupu na njegova dinamička svojstva, GRAĐEVINAR, 67 (9), 843-851, doi: https://doi.org/10.14256/JCE.
Ashworth &amp; Howard (1999)
Ashworth i Howard (1999)
Cecchini &amp; Plaisant (2005)
Cecchini i Plaisant (2005)
Shahid Beheshti University Dept. of Water &amp; Env. Eng. Tehran, Iran kharaghanis@pwut.ac.ir
Sveučilište Shahid Beheshti Odjel za građevinarstvo kharaghanis@yahoo.com
Influence of ties on compressive strength of concrete piers, GRAÄEVINAR, 60 (11)
Utjecaj spona na tlačnu nosivost betonskih stupova, GRAĐEVINAR, 60 (11)
Influence of contact stresses on bearing capacity of traditional stone columns, GRAÄEVINAR, 64 (11)
Utjecaj kontaktnih naprezanja na tradicijski kameni stup, GRAĐEVINAR, 64 (11)
The response rate is comparable to similar studies using e-surveys in the field of supply chain and purchase management, such as the study conducted by Pearcy et al. with 13.9 % [27] or Gupta &amp; Narain with 10.9 % [28].
Iz perspektive ispitivanog uzorka, 102 ispitanika se mogu smatrati zadovoljavajućim uzorkom, jer su neka istraživanja provedena s manjim uzorcima (36 sudionika u [28]; 29 sudionika u [30]), ili nešto većim uzorkom (145 sudionika u [31]).
National Instruments offers its Measurement &amp; Automation Explorer (MAX), a graphical user interface, to configure the wireless sensor network.
National Instruments pruža mogućnost upotrebe pretraživača za mjerenja i automatizaciju (engl.
The measurement &amp; automation explorer is used for configuring the measurement nodes and the gateway.
Pretraživač za mjerenje i automatizaciju se koristi za konfiguriranje mjernih čvorova i poveznika.
The connection status of the wireless sensor network is verified in the measurement &amp; automation explorer.
U pretraživaču za mjerenje i automatizaciju provjerava se status povezanosti bežične senzorske mreže.
The login &amp; configuration section consist of a user-friendly login with information regarding the authentication details, and the path of the acquired data file to store.
Dio o prijavi i konfiguraciji sastoji se od jednostavnog prijavljivanja s detaljnim informacijama o autentičnosti prijave, te lokacijom za pohranjivanje datoteke.
The user interface of the developed program has login &amp; configuration options, display settings, and options for the real time data acquisition and display, networking, and post processing (Figure 4).
Korisničko sučelje razvijenog programa ima opcije za prijavljivanje i konfiguriranje, postavke prikazivanja te opcije za prikupljanje i prikazivanje podataka u realnom vremenu, za rad u mreži i za naknadno procesuiranje podataka (slika 4.).
Influence of cement and aggregate type on fire resistance of microconcrete, GRAÄEVINAR, 60 (9)
Kritički osvrt na dodatke europskim prednormama (NAD) za djelovanja na konstrukcije u RH, GRAĐEVINAR, 60 (4)
Even though the majority of population is affected by the road transport noise (~ 90 % of the population is affected by the noise levels of &gt; 65 dBA), the railway noise also has a negative effect (1.7 % of the population is affected by the noise levels &gt; 65 dBA) [1].
Iako je buka od cestovnog prometa najveći izvor buke iz okoliša (oko 90 % stanovništva pod je utjecajem razina buke većih od 65 dB(A)), utjecaj buke od željezničkog prometa također nije zanemariv (oko 1,7 % stanovništva je pod utjecajem razina buke većih od 65 dB(A)) [1], a posebice u gusto naseljenim područjima kroz koja željeznice prolaze.
City centres (city &gt; 100 000 inhabitants)
gradski centri (grad &gt; 100 000 stanovnika)
To be the editor-in-chief of a scientific &amp; professional journal is a very demanding and serious responsibility.
Biti glavni i odgovorni urednik znanstveno-stručnog časopisa vrlo je zahtjevna i odgovorna dužnost.
Douglas &amp; Reid method
Douglas - Reidova metoda
Tried to obtain equal area and moment of inertia for simplification &amp; multiple analysis with different mesh numbers
Pokušaj dobivanja jednake površine i momenta inercije za pojednostavljenje i višestruke analize s raznim brojevima mreže
Average match before &amp; after calibration between mode frequencies
Prosječna usklađenost modalnih frekvencija prije i nakon kalibriranja
Knowledge of the quantity, quality and dynamics of sediments is essential for designing dams, sediment transport, prevention of pollution in lakes and rivers, fish habitats, watershed management, etc. Direct measurement of suspension load is most reliable, but it is expensive and cannot be conducted for as many streams as the measurement of water discharge [1].
Informacije o koliÄini, kvaliteti i dinamici nanosa od presudne su vaÅ¾nosti za projektiranje brana, pronos nanosa, spreÄavanje oneÄiÅ¡Äavanja u jezerima i rijekama, oÄuvanje staniÅ¡ta riba, upravljanje slivovima itd. Postupak izravnog mjerenja nanosa je najpouzdaniji pristup, ali je skup i ne moÅ¾e se provesti na tako velikom broju vodotoka kao mjerenja protoka [1].
Development of compressive strength at the age of 3, 7, 14 &amp; 28 days is shown in Figure 3.
Porast tlačne čvrstoće nakon 3, 7, 14 i 28 dana prikazan je na slici 3.
From the geotechnical aspect, the term "coarse-grained structure" of clastic rocks usually includes psephytes (grain size &gt; 2 mm), such as conglomerates and breccia, and psammites (from 2mm to 0.06mm) such as sandstone.
Pojam krupnozrnatih struktura kod klastičnih stijena s geotehničkog aspekta najčešće obuhvaća psefitske strukture (veličine zrna &gt; 2 mm) kao što su konglomerati i breče te psamitske (od 2 mm do 0,06 mm) kao što su pješčenjaci.
By definition, marl is a rock at the transition between clastic and chemogenic (crystalline) sedimentary rocks since it contains clay size clastic material ( &lt; 0.002 mm) and carbonate (calcite) extracted from a watery solution.
Lapor je po definiciji stijena na prijelazu između klastičnih i kemogenih (kristalastih) sedimentnih stijena jer sadrži klastični materijal dimenzije gline ( &lt; 0,002 mm) i karbonat (kalcit) izlučen iz otopine.
All variables are significant at the 5 % significance level for the selected models (P-value is &lt; 0.05).
U navedenim modelima sve varijable su bile značajne pri razini pouzdanosti 5% (P-vrijednost &lt; 0,05).
The authors acknowledge the support of the General Authority of Roads, Bridges, and Land Transport, (GARBLT) for their assistance in the acquisition of pavement data.
Autori zahvaljuju Upravi za ceste i mostove te cestovni promet (General Authority of Roads &amp; Bridges and Land Transport - GARBLT) na ustupanju podataka za ispitivanje.
The term "Hot-finished" refers to tubes for which the final forming process is carried out in hot environment, with the final deformation occurring at &gt; 700 °C, or where the tube is cold formed and then subsequently heat-treated at the temperature of &gt; 550 °C.
Pod pojmom "toplo dogotovljeni" prodrazumijevaju se šuplji profili kod kojih se završno oblikovanje provodi u vrućem stanju pri temperaturi &gt; 700 °C, ili koji su hladno oblikovani i naknadno toplinski obrađeni pri temperaturi &gt; 550 °C.
The buckling curve "a" is to be chosen for the reinforcement ratio rs ≤ 3 %, and "b" for the reinforcement ratio 3 % &lt; rs ≤ 6 %.
Iz tog razloga upotreba toplo dogotovljenih šupljih profila rezultira konstrukcijama prosječno lakšim 14 % do 17 %, ali im je cijena još uvijek 5 % do 33 % viša u odnosu na hladno oblikovane.
The recommended value is accepted in almost all countries of the European Union.
Za omjer armiranja 3 % &lt; rs ≤ 6 % usvaja se krivulja izvijanja "b".
Furthermore, it was observed that curved bridges of type B, unlike straight bridges of type B, have regression lines that are parallel and almost coincident, suggesting that this curved double-column
Te krivulje predstavljaju vjerojatnost prekoračenja rezultirajućeg CDR vrijednosti od 0,02 (P(EDP_EDP &gt; rez pomak = 2 %)), i konstruiraju se kao kumulativna funkcija
Software knowledge and skills are important, as otherwise a lot of effort would go into learning the software and many problems would arise because of the lack of this specific knowledge.
InformatiÄko znanje i vjeÅ¡tine rada u danom raÄunalnom programu od odluÄujuÄe su vaÅ¾nosti, inaÄe se znatan (vremenski) napor ulaÅ¾e u uÄenje novih raÄunalnih programa (softvera), sto uzrokuje probleme u projektu.
Three mortar specimens were analysed using the Philips XL30ESEMFEG &amp; EDAX, Environmental SEM equipment.
Analizirana su tri uzorka morta, a za to je korišten okolišni uređaj SEM tipa Philips XL30ESEMFEG &amp; EDAX.
(11) where the inner products are shown in parentheses.
(11) gdje simboli &lt; i &gt; označavaju skalarni umnožak .
Here, s is a scalar quantity and the parentheses &lt; , &gt; indicate the inner product.
Ovdje je vrijednost s skalar, a zagrade &lt; , &gt; označavaju skalarni umnožak.