Akademska slovenščina
potres (residual)
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Most typical collocations of the word potres (residual)
The novels Potres and Golobnjak happen after the war.
Druga svetovna vojna v romanih Bena Zupančiča, Filozofska fakulteta, Anja Draksler, 2018
Element satisfies the stability check ! *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* EN 1993-1-1 Code Check Member B HEA S 235 Potres 0.40 Basic data EC : EN 1993 partial safety factor Gamma M for resistance of cross-sections 1.00 *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* partial safety factor Gamma M for resistance to instability 1.00 partial safety factor Gamma M for resistance of net sections 1.25 Material data yield strength fy 235.0 MPa *Student version* *Student version* *Student version* *Student version* tension strength fu 360.0 MPa fabrication rolled ..
Projekt logističnega centra v jekleni izvedbi, Fakulteta za gradbeništvo in geodezijo, Peter Muhvič, 2011
Element satisfies the stability check ! *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* EN 1993-1-1 Code Check Member B HEA S 235 Potres 0.48 Basic data EC : EN 1993 partial safety factor Gamma M for resistance of cross-sections 1.00 *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* partial safety factor Gamma M for resistance to instability 1.00 partial safety factor Gamma M for resistance of net sections 1.25 Material data yield strength fy 235.0 MPa *Student version* *Student version* *Student version* *Student version* tension strength fu 360.0 MPa fabrication rolled ..
Projekt logističnega centra v jekleni izvedbi, Fakulteta za gradbeništvo in geodezijo, Peter Muhvič, 2011
Element satisfies the stability check ! *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* EN 1993-1-1 Code Check Member B RD S 235 Potres 0.97 Basic data EC : EN 1993 partial safety factor Gamma M for resistance of cross-sections 1.00 *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* *Student version* partial safety factor Gamma M for resistance to instability 1.00 partial safety factor Gamma M for resistance of net sections 1.25 Material data yield strength fy 235.0 MPa *Student version* *Student version* *Student version* *Student version* tension strength fu 360.0 MPa fabrication rolled Warning:
Projekt logističnega centra v jekleni izvedbi, Fakulteta za gradbeništvo in geodezijo, Peter Muhvič, 2011
10 <!DOCTYPE html> <html> <script> async function getData() { const response = await fetch('http://example.com/api/potresi'); const potresi = await response.json(); for (const potres of potresi) { document.writeln(potres.mesto); document.writeln(potres.moc); document.writeln(potres.datum); } } </script> <body onload="getData()"> <h>Vsi potresi</h> </body> </html> Izvorna koda 2.4: Spletna stran za prikaz vseh potresov Za čiščenje podatkov ni nobene funkcije, kar izpolnjuje vse pogoje za izvedbo shranjenega napada XSS.
Iskanje ranljivosti XSS v spletnih aplikacijah z uporabo metod strojnega učenja, Fakulteta za elektrotehniko, računalništvo in informatiko, Ivan Kozulić, 2020
Result classes Result classes Combinations RC CO - Envelope ultimate MSN Potres CO - Envelope ultimate CO - Envelope ultimate CO - Envelope ultimate RC MSN NC NC NC NC NC NC NCb NC NCb NC NC RC MSU NC NC NC NC NC NC Računska analiza jeklenega silosa pravokotnega prečnega prereza višine 12,7 m Stran 87 7.6 Maksimalne reakcije v podporah Reactions Support Case [] [] [] Sn/N NC -4,69 0,00 -20,21 Sn/N NC 48,12 -3,80 538,52 Sn/N NC -0,41 -6,37 -6,01 Sn/N NC 46,25 0,11 538,47 Sn/N NC -4,69 0,00
Računska analiza jeklenega silosa pravokotnega prečnega prereza višine 12,7 m, Fakulteta za gradbeništvo, prometno inženirstvo in arhitekturo, David Pesek, 2013
GR� QLYRMD� RELþDMQHJD� REUDWRYDQMD�� Y]JRQ�� VHGLPHQWH��OHG��WHPSHUDWXUQH�YSOLYH��þH�VR�PHURGDMQL�� x Izjemna REWHåQD� NRPELQDFLMD ± visoka voda�� NRPELQLUDPR� ODVWQR� WHåR�� KLGURVWDWLþQH�SULWLVNH�RE�DNXPXODFLMVNHP�ED]HQX�]DSROQMHQHP�GR�PDNVLPDOQH�YLãLQH�� Y]JRQ��VHGLPHQWH��OHG��WHPSHUDWXUQH�YSOLYH��þH�VR�PHURGDMQL�� x Izjemna REWHåQD� NRPELQDFLMD ± potres�� NRPELQLUDPR� YVH� REWHåEH� L]� RELþDjne REWHåQH�NRPELQDFLMH�]�XSRãWHYDQMHP�YSOLYD�SRWUHVD� x 'UXJH� REWHåQH� NRPELQDFLMH�� VDPR� ODVWQD� WHåD�� RELþDMQD� DOL� QHRELþDMQD� REWHåQD� kombinaciMD���XSRãWHYDQMH�]DPDãLWYH GUHQDå��]DþDVQD�SURMHNWQD�VWDQMD�PHG�JUDGQMR�� ostale kontrole po presoji projektanta (U.
Mehanska analiza valjane betonske pregrade, Fakulteta za gradbeništvo in geodezijo, Rok Bertoncelj, 2013
Pri pomembnih objektih moramo narediti detDMOQH�JHRWHKQLþQH�UD]LVNDYH�WDO��V�NDWHULPL�GRORþLPR� NDUDNWHULVWLNH� WHPHOMQH�KULELQH�� ,]� WHK�SRGDWNRY� L]UDþXQDPR�SRVHGNH� WHPHOMQLK� WDO��JRWRYLWL� morDPR� WXGL� PRUHELWQR� QHYDUQRVW� SRMDYD� XWHNRþLQMHQMD� R]�� OLNYLIDNFLMH� WHPHOMQLK� WDO� Za raziskave tal se lahko SRVOXåLPR�WXGL�JHRIL]LNDOQLK�SRVWRSNRY� 4.2.9 Potres UL� SRWUHVQL� REWHåEL� PRUDPR� XSRãWHYDWL� VWRSQMR� VHL]PLþQRVWL� QD� ORNDFLML�� NMHU� JUDGLPR�� Povratno dobo ]D�SRVSHãNH�WDO�GRORþLPR�Y�RGYLVQRVWL�RG�SRPHPEQRVWL�SUHJUDGH��EWHåED�QD� SUHJUDGR� MH� RGYLVQD� RG� NRPSOHNVQHJD� Y]RUFD� QLKDQMD� SRVSHãNRY� LQ� JLEDQMD� WDO� R]�� ]DUDGL� LQHUFLMH�SUHJUDGH� LQ�YRGH�Y�DNXPXODFLML��RWUHVQD�REWHåED�
Mehanska analiza valjane betonske pregrade, Fakulteta za gradbeništvo in geodezijo, Rok Bertoncelj, 2013
Usage of the word potres (residual) in different text types compared to the whole corpus (over 100 = more typical; under 100 = less typical) [up to 8 most typical text types]
Considering the corpus average, with the value of over 100 being above average, the word potres (residual) exhibits the following usage in different text types: above-average in text type Diplomsko delo (138) and below-average in text type Magistrsko delo (79.4).
Number of occurences of the word potres (residual) per year of publication [up to 10 most common years]
With regards to the year of publication, the word potres (residual) most frequently occurred in 2013 (3) followed by year 2011 (3), year 2020 (1), and year 2018 (1).
Usage of the word potres (residual) in different domains compared to the whole corpus (over 100 = more typical; under 100 = less typical) [up to 8 most typical domains]
Considering the corpus average, with the value of over 100 being above average, the word potres (residual) exhibits above-average typical usage in all of the listed domains. Values: T420 Agrotehnika, kmetijski stroji, gradnja kmetij (7,505), T240 Arhitektura, oblikovanje notranjosti (709.3), H312 Kiparstvo in arhitektura (699.5), T002 Gradbena tehnologija (545.3), P160 Statistika, operacijsko raziskovanje, programiranje, aktuarska matematika (492.5), P176 Umetna inteligenca (326.3), T220 Gradbeništvo, hidravlika, priobalna tehnologija, mehanika zemljin (291.3), and T120 Sistemsko inženirstvo, računalniška tehnologija (118.4).
Up to 10 most common keywords of texts containing the word potres (residual)
Most common keywords of the texts in which the word potres (residual) appears are gradbeništvo, diplomska dela, jeklene konstrukcije, logistčni center, dimenzioniranje, VSŠ, valjani beton, pregrada, TNO Diana, and CADAM.