Dragoslav Rakić, Jelka Krušić, Katarina Andrejev, Dušan Lazaroski
In order to enable accurate modeling and numerical simulation of long-term behavior of the landfill, which is of great importance in the design of cover systems and closure of the waste disposal, it is necessary to know compressibility parameters. In contrast to the native soil, the main component of the overall settlement of waste is secondary compression. Therefore, the determination of the secondary compression index (Cα) or modified secondary compression index (Cα') is especially important. This paper presents some of laboratory results for municipal waste consolidation tests method as well as their role in settlement analysis of waste material. Sample tested was prepared artificially in line with the recommendations for sizes of the apparatus used and the largest particles in a sample (EN 1997-2, ASTM 2007a, 2007b). Different conventional models for prediction of municipal waste settlement were used settlement analysis was performed using the parameters of compressibility.
{"title":"PRIMJENA PARAMETARA STIŠLJIVOSTI U ANALIZI SLIJEGANJA KOMUNALNOG OTPADA","authors":"Dragoslav Rakić, Jelka Krušić, Katarina Andrejev, Dušan Lazaroski","doi":"10.13167/2013.7.4","DOIUrl":"https://doi.org/10.13167/2013.7.4","url":null,"abstract":"In order to enable accurate modeling and numerical simulation of long-term behavior of the landfill, which is of great importance in the design of cover systems and closure of the waste disposal, it is necessary to know compressibility parameters. In contrast to the native soil, the main component of the overall settlement of waste is secondary compression. Therefore, the determination of the secondary compression index (Cα) or modified secondary compression index (Cα') is especially important. This paper presents some of laboratory results for municipal waste consolidation tests method as well as their role in settlement analysis of waste material. Sample tested was prepared artificially in line with the recommendations for sizes of the apparatus used and the largest particles in a sample (EN 1997-2, ASTM 2007a, 2007b). Different conventional models for prediction of municipal waste settlement were used settlement analysis was performed using the parameters of compressibility.","PeriodicalId":53887,"journal":{"name":"Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS","volume":"4 1","pages":"32-42"},"PeriodicalIF":0.2,"publicationDate":"2013-12-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66265802","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
U radu se obrađuje primjena geotekstila za filtre i drenaže u geotehnickim i hidrotehnickim zahvatima. Analizirani su mehanizmi važni za dobro fu
用于过滤和排水的土工布的使用是在岩土工程和水利技术条件下处理的。分析机制对良好的傅很重要
{"title":"PREGLED KRITERIJA ZA IZBOR GEOTEKSTILA ZA FILTAR","authors":"Nada Perić, Mensur Mulabdić","doi":"10.13167/2013.7.5","DOIUrl":"https://doi.org/10.13167/2013.7.5","url":null,"abstract":"U radu se obrađuje primjena geotekstila za filtre i drenaže u geotehnickim i hidrotehnickim zahvatima. Analizirani su mehanizmi važni za dobro fu","PeriodicalId":53887,"journal":{"name":"Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS","volume":"4 1","pages":"43-55"},"PeriodicalIF":0.2,"publicationDate":"2013-12-27","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66265812","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Izgradivost je koncept koji jos nije ostvario znacajniji utjecaj u građevinskoj praksi u Hrvatskoj, kao sto je to slucaj u zemljama poput SAD-a, Kanade, UK i Australije. Ovim se radom nastoji prihvacenu definiciju, ciljeve i output koncepta izgradivosti približiti sudionicima u građevinskim projektima, no i utvrditi sto pojedine interesne strane smatraju kljucnim problemom u eventualnom provođenju koncepta, ali i koji su uzroci problema na relaciji projektiranje-izvođenje-koristenje opcenito.
{"title":"CONSTRUCTABILITY-BUILDABILITY-IZGRADIVOST","authors":"M. Galić, Zlata Dolaček-Alduk, Boris Uremovic","doi":"10.13167/2013.6.7","DOIUrl":"https://doi.org/10.13167/2013.6.7","url":null,"abstract":"Izgradivost je koncept koji jos nije ostvario znacajniji utjecaj u građevinskoj praksi u Hrvatskoj, kao sto je to slucaj u zemljama poput SAD-a, Kanade, UK i Australije. Ovim se radom nastoji prihvacenu definiciju, ciljeve i output koncepta izgradivosti približiti sudionicima u građevinskim projektima, no i utvrditi sto pojedine interesne strane smatraju kljucnim problemom u eventualnom provođenju koncepta, ali i koji su uzroci problema na relaciji projektiranje-izvođenje-koristenje opcenito.","PeriodicalId":53887,"journal":{"name":"Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS","volume":"4 1","pages":"68-80"},"PeriodicalIF":0.2,"publicationDate":"2013-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66265683","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Utjecajne funkcije i njihov graficki prikaz - utjecajne linije, koriste se kod proracuna konstrukcija izloženih djelovanju pokretnih opterecenja.
运用有效函数及其图形表示-情感线来计算运动负荷的构成。
{"title":"UTJECAJNE LINIJE KONSTRUIRANE PROGRAMOM AUTODESK ROBOT","authors":"Silva Lozančić, Marin Grubišić, Tomislav Bakunić","doi":"10.13167/2013.6.4","DOIUrl":"https://doi.org/10.13167/2013.6.4","url":null,"abstract":"Utjecajne funkcije i njihov graficki prikaz - utjecajne linije, koriste se kod proracuna konstrukcija izloženih djelovanju pokretnih opterecenja.","PeriodicalId":53887,"journal":{"name":"Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS","volume":"4 1","pages":"34-46"},"PeriodicalIF":0.2,"publicationDate":"2013-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66266113","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
U konstrukciji montažnih stropova od supljih opecnih blokova, koji su element ispune između nosivih armiranobetonskih greda, u razdoblju od cetiri godine poslije njihove izgradnje doslo je do znatnih ostecenja. Ostecenja stropova manifestirala su se odlamanjem dijelova supljih opecnih blokova, sto je ugrožavalo sigurnost ljudi. Uporabom optickog mikroskopa i elektronskog mikroskopa, kao i kemijske mikroanalize EDS (Energy Dispersive System), analizirana je ostecena keramika te je utvrđena prisutnost iskristalizirane soli. EDS analizom utvrđena je prisutnost kemijskih elemenata (Al i S), koji uz utvrđenu morfologiju kristala ukazuju na mogucnost prisutnosti minerala etringita (Al2O33CaSO4 x 32H2O). Numerickom analizom uz primjenu metode konacnih elemenata, uporabom racunalnog programa COSMOS Design STAR 3.0 od SRAC (Structural Research and analisis Corporation USA), procijenjen je utjecaj temperaturnih opterecenja na koncetraciju naprezanja na vrhu mikropukotina i na njihovo sirenje. U numerickoj analizi eksperimentalno su uzeta u obzir određena fizikalno- mehanicka svojstva materijala. Analizirani su primjeri supljih opecnih blokova s prisutnoscu bijelih kristala i bez njih. Prikazan je raspored faktora sigurnosti po modelu u odnosu na Mises-ovu hipotezu razaranja. Rezultati eksperimentalnih i numerickih istraživanja pokazali su da kemijska degradacija supljih opecnih blokova, u kombinaciji s temperaturnim opterecenjem koje nastaje zbog promjena klimatskog režima, može uzrokovati takva ostecenja te da je time ugrožena i sigurnost konstrukcije.
在硫磺燃烧砖的安装天花板的施工中，阿米拉诺贝顿梁之间填充了元素，在施工四年后发生了重大损坏。天花板的残留物已经通过移除部分烧伤块来表现出来，危及人们的安全。利用光学显微镜、电子显微镜以及能量分散系统对陶瓷的损伤进行了分析，并确定了结晶盐的存在。EDS分析确定了化学元素（Al和S）的存在，这表明可能存在具有特定晶体形态的斜方辉石矿物（Al2O33CaSO4 x 32H2O）。使用SRAC（美国结构研究与分析公司）的COSMOS Design STAR 3.0计算机程序，对最终元素法的使用进行了数值分析，评估了温度负荷对微观输出浓度及其警报的影响。在数值分析中，考虑了材料的实验特性。已经分析了带有和不带有白色晶体的烟雾燃烧块的例子。模型安全系数表与米塞斯的破坏假设进行了比较。实验和数值研究的结果表明，硫燃料块的化学降解，再加上气候变化带来的温度负担，可能会导致这种破坏，并危及建筑的安全。
{"title":"DIJAGNOSTICIRANJE UZROKA DEGRADACIJE ŠUPLJIH OPEČNIH BLOKOVA UGRAĐENIH U STROPNU ARMIRANOBETONSKU KONSTRUKCIJU","authors":"Samo Lubej, Boris Lutar","doi":"10.13167/2013.6.9","DOIUrl":"https://doi.org/10.13167/2013.6.9","url":null,"abstract":"U konstrukciji montažnih stropova od supljih opecnih blokova, koji su element ispune između nosivih armiranobetonskih greda, u razdoblju od cetiri godine poslije njihove izgradnje doslo je do znatnih ostecenja. Ostecenja stropova manifestirala su se odlamanjem dijelova supljih opecnih blokova, sto je ugrožavalo sigurnost ljudi. Uporabom optickog mikroskopa i elektronskog mikroskopa, kao i kemijske mikroanalize EDS (Energy Dispersive System), analizirana je ostecena keramika te je utvrđena prisutnost iskristalizirane soli. EDS analizom utvrđena je prisutnost kemijskih elemenata (Al i S), koji uz utvrđenu morfologiju kristala ukazuju na mogucnost prisutnosti minerala etringita (Al2O33CaSO4 x 32H2O). Numerickom analizom uz primjenu metode konacnih elemenata, uporabom racunalnog programa COSMOS Design STAR 3.0 od SRAC (Structural Research and analisis Corporation USA), procijenjen je utjecaj temperaturnih opterecenja na koncetraciju naprezanja na vrhu mikropukotina i na njihovo sirenje. U numerickoj analizi eksperimentalno su uzeta u obzir određena fizikalno- mehanicka svojstva materijala. Analizirani su primjeri supljih opecnih blokova s prisutnoscu bijelih kristala i bez njih. Prikazan je raspored faktora sigurnosti po modelu u odnosu na Mises-ovu hipotezu razaranja. Rezultati eksperimentalnih i numerickih istraživanja pokazali su da kemijska degradacija supljih opecnih blokova, u kombinaciji s temperaturnim opterecenjem koje nastaje zbog promjena klimatskog režima, može uzrokovati takva ostecenja te da je time ugrožena i sigurnost konstrukcije.","PeriodicalId":53887,"journal":{"name":"Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS","volume":"4 1","pages":"96-107"},"PeriodicalIF":0.2,"publicationDate":"2013-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66265698","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Tihomir Dokšanović, Mario Farkaš, Nataša Njegovanović
Hrvatska je, kao skorasnja clanica Europske Unije i potpisnica Kyotskog protokola, svoje zakonodavstvo znacajno usmjerila prema smanjenju emisija staklenickih plinova i opcenito zastiti prirodnog okolisa. Zakoni vezani uz prirodni okolis isprepleteni su sa zakonima koji utjecu na građevne proizvode, a naravno time i na materijale s malim udjelom ugljika - oni uvelike utjecu na njihovu tržisnu prihvatljivost. Njihovo aktivno provođenje i popularizacija nužni su kako bi se doprinijelo težnjama unaprjeđenja stanja okolisa i prirode Hrvatske, a posljedicno i položaja unutar Europske Unije i Sustava za trgovinu emisijama. Kroz clanak je pružen pregled zakonodavnog okvira Hrvatske vezanog uz materijale s malim udjelom ugljika koji su predstavljeni u prvom dijelu ovoga rada, a predstavljeni su i određeni prijedlozi za poboljsanje trenutacnog stanja.
{"title":"TRŽIŠNA PRIHVATLJIVOST GRAĐEVINSKOG MATERIJALA S MALIM UDJELOM UGLJIKA - DIO II: ZAKONODAVNI OKVIR","authors":"Tihomir Dokšanović, Mario Farkaš, Nataša Njegovanović","doi":"10.13167/2013.6.1","DOIUrl":"https://doi.org/10.13167/2013.6.1","url":null,"abstract":"Hrvatska je, kao skorasnja clanica Europske Unije i potpisnica Kyotskog protokola, svoje zakonodavstvo znacajno usmjerila prema smanjenju emisija staklenickih plinova i opcenito zastiti prirodnog okolisa. Zakoni vezani uz prirodni okolis isprepleteni su sa zakonima koji utjecu na građevne proizvode, a naravno time i na materijale s malim udjelom ugljika - oni uvelike utjecu na njihovu tržisnu prihvatljivost. Njihovo aktivno provođenje i popularizacija nužni su kako bi se doprinijelo težnjama unaprjeđenja stanja okolisa i prirode Hrvatske, a posljedicno i položaja unutar Europske Unije i Sustava za trgovinu emisijama. Kroz clanak je pružen pregled zakonodavnog okvira Hrvatske vezanog uz materijale s malim udjelom ugljika koji su predstavljeni u prvom dijelu ovoga rada, a predstavljeni su i određeni prijedlozi za poboljsanje trenutacnog stanja.","PeriodicalId":53887,"journal":{"name":"Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS","volume":"4 1","pages":"1-12"},"PeriodicalIF":0.2,"publicationDate":"2013-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66265226","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Composite acti on is a structural solution that has increasing importance due to the significant potential in performance improvement of structural elements, and simplification of the construction technological process. Although steel - concrete composite structures are no w in use for more than a century, certain forms of composite action are still not sufficiently dealt with in modern standards. One of such solutions is a composite truss system, which is the subject of this paper. This type of construction has advantages t hat can be utilized in medium and large spans, and in comparison to steel trusses has a lower height. When it is combined with trapezoidal sheets for composite slabs it provides a number of practical advantages. Relevant literature reports that with the us e of this system load transfer efficiency increases by 20% to 30%, and the shown design example of a building for commercial purposes in composite and non - composite versions supports such a claim.
{"title":"PRORAČUN SPREGNUTE REŠETKASTE KONSTRUKCIJE VIŠEKATNE ZGRADE","authors":"Tijana Novoselić, Tihomir Dokšanović, Damir Markulak","doi":"10.13167/2013.6.6","DOIUrl":"https://doi.org/10.13167/2013.6.6","url":null,"abstract":"Composite acti on is a structural solution that has increasing importance due to the significant potential in performance improvement of structural elements, and simplification of the construction technological process. Although steel - concrete composite structures are no w in use for more than a century, certain forms of composite action are still not sufficiently dealt with in modern standards. One of such solutions is a composite truss system, which is the subject of this paper. This type of construction has advantages t hat can be utilized in medium and large spans, and in comparison to steel trusses has a lower height. When it is combined with trapezoidal sheets for composite slabs it provides a number of practical advantages. Relevant literature reports that with the us e of this system load transfer efficiency increases by 20% to 30%, and the shown design example of a building for commercial purposes in composite and non - composite versions supports such a claim.","PeriodicalId":53887,"journal":{"name":"Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS","volume":"53 1","pages":"57-67"},"PeriodicalIF":0.2,"publicationDate":"2013-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66265667","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Sanja Lončar-Vicković, Željka Jurković, Dina Stober
Autorice u clanku donose prikaz povijesnog i prostornog razvitka Trga Vatroslava Lisinskog u osjeckoj Tvrđi, pocevsi od njegovog formiranja do da
作者在文章中展示了里斯本消防广场在团结意义上的历史和空间发展，从其形成到
{"title":"TRG VATROSLAVA LISINSKOG U OSJEČKOJ TVRĐI - POVIJESNI I PROSTORNI RAZVOJ","authors":"Sanja Lončar-Vicković, Željka Jurković, Dina Stober","doi":"10.13167/2013.6.5","DOIUrl":"https://doi.org/10.13167/2013.6.5","url":null,"abstract":"Autorice u clanku donose prikaz povijesnog i prostornog razvitka Trga Vatroslava Lisinskog u osjeckoj Tvrđi, pocevsi od njegovog formiranja do da","PeriodicalId":53887,"journal":{"name":"Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS","volume":"17 1","pages":"47-56"},"PeriodicalIF":0.2,"publicationDate":"2013-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66266123","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
The analysis of stress and strain in the reinforced concrete structure of a sports hall grandstand was conducted theoretically, by means of the finite element method, and experimentally, by structural model testing in laboratory. Structural model for laboratory testing was prepared on the scale 1:10 using a medium density fibreboard plate 38 mm in thickness. Mechanical properties of the medium density fibreboard were determined by testing medium density fibreboard specimens in laboratory. After analysis of the reinforced concrete grandstand structure, and following comparison of results obtained by model testing in laboratory with results obtained by analysis via finite element method, it can be concluded that there is a good correspondence of research results for stress and deflection of the reinforced concrete grandstand structure.
{"title":"ANALYSIS OF STRESS AND STRAIN IN THE REINFORCED CONCRETE STRUCTURE OF A SPORTS HALL GRANSTAND","authors":"D. Šimić, Marina Frančić","doi":"10.13167/2013.6.8","DOIUrl":"https://doi.org/10.13167/2013.6.8","url":null,"abstract":"The analysis of stress and strain in the reinforced concrete structure of a sports hall grandstand was conducted theoretically, by means of the finite element method, and experimentally, by structural model testing in laboratory. Structural model for laboratory testing was prepared on the scale 1:10 using a medium density fibreboard plate 38 mm in thickness. Mechanical properties of the medium density fibreboard were determined by testing medium density fibreboard specimens in laboratory. After analysis of the reinforced concrete grandstand structure, and following comparison of results obtained by model testing in laboratory with results obtained by analysis via finite element method, it can be concluded that there is a good correspondence of research results for stress and deflection of the reinforced concrete grandstand structure.","PeriodicalId":53887,"journal":{"name":"Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS","volume":"4 1","pages":"81-95"},"PeriodicalIF":0.2,"publicationDate":"2013-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66265689","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
Sažetak: Hidraulicni podupirac prvenstveno je namijenjen uporabi u građevinarstvu, ali svoju primjenu može naci i u drugim podrucjima poput rudarstva ili brodogradnje. Konstrukcija ovog hidraulicnog podupiraca razlikuje se od klasicnog po tome sto umjesto dvije cijevi ima tri, a u najdonjoj, baznoj cijevi, ima ugrađenu hidraulicnu dizalicu. U ovome radu utvrđena je nosivost takvog hidraulicnog podupiraca analitickim rjesenjem diferencijalne jednadžbe, proracunom prema euronormi 3 i metodom konacnih elemenata (SOFiSTiK). Ta rjesenja su uspoređena s nosivoscu dobivenom eksperimentalnim putem.
{"title":"GUBITAK STABILNOSTI I ODREĐIVANJE NOSIVOSTI ČELIČNOG HIDRAULIČNOG PODUPIRAČA","authors":"Nina Mujkanović, Joško Krolo","doi":"10.13167/2013.6.10","DOIUrl":"https://doi.org/10.13167/2013.6.10","url":null,"abstract":"Sažetak: Hidraulicni podupirac prvenstveno je namijenjen uporabi u građevinarstvu, ali svoju primjenu može naci i u drugim podrucjima poput rudarstva ili brodogradnje. Konstrukcija ovog hidraulicnog podupiraca razlikuje se od klasicnog po tome sto umjesto dvije cijevi ima tri, a u najdonjoj, baznoj cijevi, ima ugrađenu hidraulicnu dizalicu. U ovome radu utvrđena je nosivost takvog hidraulicnog podupiraca analitickim rjesenjem diferencijalne jednadžbe, proracunom prema euronormi 3 i metodom konacnih elemenata (SOFiSTiK). Ta rjesenja su uspoređena s nosivoscu dobivenom eksperimentalnim putem.","PeriodicalId":53887,"journal":{"name":"Electronic Journal of the Faculty of Civil Engineering Osijek-e-GFOS","volume":"4 1","pages":"108-121"},"PeriodicalIF":0.2,"publicationDate":"2013-07-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"66265275","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":0,"RegionCategory":"","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
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