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Masonry structures / Zidane konstrukcije
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2005)
Masonry buildings represent the most widely spread type of structure since the beginning of time until present day. Firstly, stone and wood were used for building, since these materials were easily found in nature, and ...
Experimental platform for strength class system introduction of domestic coniferous timber / Eksperimentalna podloga za uvođenje klasa čvrstoće četinarske rezane građe na domaćem tržištu
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2008)
Introduction of European legislation in domestic civil engineering practice in the field of timber structures considers, besides recognition and acceptance of basic rules and requirements for structural design according ...
Experimental testing of certain thermo-physical and mechanical properties of EPS concrete / Eksperimentalna ispitivanja određenih termo-fizičkih i mehaničkih svojstava EPS betona
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2009)
In this paper the experimental results obtained during testing of certain important properties of EPS concrete as a type of lightweight composite material - regarding Civil engineering physics are presented. Most of the ...
Metalne konstrukcije
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2005)
U ovom radu su ukratko prikazana najnovija ostvarenja u oblasti čeličnih konstrukcija. Obuhvaćeni su neki od najznačajnijih objekata, kao i savremeni propisi za proračun čeličnih konstrukcija - Evrokod 3. Pored toga, ukratko ...
Experimental and theoretical analysis of timber: Concrete composite beams with mechanical connectors / Eksperimentalna i teorijska analiza spregnutih nosača drvo-beton izvedenih mehaničkim spojnim sredstvima
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2004)
Common needs of contemporary civil engineering put forward for constructors and architects more complex demands in the applications of new materials as well as optimal use of traditional engineering materials, with the use ...
Contemporary testing methods and techniques for concrete and concrete structures / Savremene metode i tehnike ispitivanja betona i betonskih konstrukcija
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2000)
This paper presents several contemporary nondestructive methods and techniques used for testing of concrete and concrete structures. These methods provide prompt and simple 'in situ' determination of fresh and/or hardened ...
Influence of polypropylene fibers addition on adhesion between mortar and base material / Uticaj dodatka polipropilenskih vlakana na atheziju maltera za podlogu
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2001)
The results of own experimental explorations conducted in order to determine adhesion of mortar made with addition of polypropylene fibers are presented in this paper. The priciest concrete plates were used as a base ...
Uticaj dodataka polipropilenskih vlakana na smanjenje skupljanja i fisuraciju kompozita tipa maltera i betona
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2002)
Ispitivanje različitih tipova maltera spravljenih na bazi opekarskog loma
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2002)
In this paper the results of own experimental testing conducted on mortar specimens made with crushed brick aggregate are presented. Certain specimen series were made with addition of monofilament polypropylene fibers. ...
Application an numerical stress integration of elasto-plastic models for soils in the analysis of geotechnical structures / Primena numeričke integracije napona kod elastoplastičnih modela za tlo u analizi geotehničkih konstrukcija MKE
(Društvo za ispitivanje i istraživanje materijala i konstrukcija Srbije, Beograd, 2008)
In terms of analysis, the geotechnical structures are one of the most complex structures. Because of interaction, the deformations of the structure and soil displacement significantly influence the distribution of pressures ...