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Autori: Pecic Nenad P

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Naslov Span-to-depth ratio limits for deflection control of reinforced concrete elements (Article; Early Access)
Autori Pecic Nenad P  Masovic Snezana R Stosic Sasa R 
Info STRUCTURAL CONCRETE, (2022), vol. br. , str. -
Ispravka Web of Science   Članak   Elečas   Rang časopisa   Citati: Web of Science   Scopus  
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Naslov Extension of the zeta-method for calculating deflections of two-way slabs based on linear elastic finite element analysis (Article)
Autori Tosic Nikola D Pecic Nenad P  Poliotti Mauro Mari Antonio Torres Lluis Dragas Jelena 
Info STRUCTURAL CONCRETE, (2021), vol. 22 br. 3, str. 1652-1670
Ispravka Web of Science   Članak   Elečas   Rang časopisa   Citati: Web of Science   Scopus  
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Naslov Long-term behaviour of reinforced beams made with natural or recycled aggregate concrete and high-volume fly ash concrete (Article)
Autori Tosic Nikola D Marinkovic Snezana B Pecic Nenad P  Ignjatovic Ivan S  Dragas Jelena 
Info CONSTRUCTION AND BUILDING MATERIALS, (2018), vol. 176 br. , str. 344-358
Projekat Ministry for Education, Science and Technology, Republic of Serbia [TR36017]
Ispravka Web of Science   Članak   Elečas   Rang časopisa   Citati: Web of Science   Scopus  
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Naslov Verification of deflection according to Eurocode 2 (Article)
Autori Pecic Nenad P  Masovic Snezana R Stosic Sasa R 
Info STRUCTURAL CONCRETE, (2017), vol. 18 br. 6, str. 839-849
Ispravka Web of Science   Članak   Elečas   Rang časopisa   Citati: Web of Science   Scopus  
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Naslov Research of long-term behaviour of non-prestressed precast concrete beams made continuous (Article)
Autori Masovic Snezana R Stosic Sasa R Pecic Nenad P  
Info ENGINEERING STRUCTURES, (2014), vol. 70 br. , str. 11-22
Projekat Ministry for Science and Technology, the Republic of Serbia
Ispravka Web of Science   Članak   Elečas   Rang časopisa   Citati: Web of Science   Scopus  
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