Št. zadetkov: 14
                    
                    
                
                    
                        
                        
                        
                            Doktorska disertacija
                        
                            Oznake:
                            gradbena informatika;informacijski modeli zgradb - BIM;temeljni razredi za industrijo - IFC;arhitekturni modeli;računski modeli;preslikave;hevristika;
                        
                            Preslikave med arhitekturnimi in računskimi aspekti v informacijskih modelih zgradb
                        
                            
                                Leto:
                                2008
                            
                            
                                Vir:
                                Fakulteta za gradbeništvo in geodezijo (UL FGG)
                        
                     
                
                    
                        
                        
                        
                            Izvirni znanstveni članek
                        
                            Oznake:
                            kompozitni leseni nosilci;škatlasti nosilci;OSB;cementno-iverne plošče;inovativni inženirski lesni proizvod;eksperimentalne preiskave;upogibno obnašanje;mehanska vezna sredstva;odprti dostop;composite timber beam;box beam;cement-particle boards;innovative engineered wood product;experimental tests;flexural performance;mechanical fasteners;open access;
                        
                            To increase the sustainability of prefabricated timber buildings and constructions, composite timber beams with “box” cross-sections were developed in collaboration with an industry partner. They were constructed from a solid timber frame and from webs made of residual waste wood- particle boards fr ...
                        
                            
                                Leto:
                                2023
                            
                            
                                Vir:
                                Zavod za gradbeništvo Slovenije (ZAG)
                        
                     
                
                    
                        
                        
                        
                            Izvirni znanstveni članek
                        
                            Oznake:
                            leseni okvirni stenski paneli;cementno iverne obložne plošče;ciklične strižne preiskave;stik obložna plošča - les;nesimetrični panel;razdalja med sponkami;EN 1995–1-1;odprti dostop;light-frame timber panels;cement-particle board sheathing;cyclic shear tests;sheathing-to-timber connection;asymmetrical panel;staple spacing distance;open access;
                        
                            Due to their comparable fire characteristics and surface preparation, light-frame timber panels using cement-particle boards (CPB) as a sheathing material present a potential alternative to gypsum-fibre boards. An experimental campaign was conducted to evaluate the behaviour of CPB light-frame-timbe ...
                        
                            
                                Leto:
                                2022
                            
                            
                                Vir:
                                Zavod za gradbeništvo Slovenije (ZAG)
                        
                     
                
                    
                        
                        
                        
                            Izvirni znanstveni članek
                        
                            Oznake:
                            CLT wall system;insulated angle bracket;elastomer sound insulation;racking tests;lateral load-bearing capacity;stiffness;open access;
                        
                            This paper presents the results of an experimental campaign investigating the seismic behaviour of full-size cross laminated timber (CLT) wall systems with sound-insulated shear-tension angle brackets. The main aim of the study was to investigate the influence of more and less flexible soundproofing ...
                        
                            
                                Leto:
                                2021
                            
                            
                                Vir:
                                Zavod za gradbeništvo Slovenije (ZAG)
                        
                     
                
                    
                        
                        
                        
                            Izvirni znanstveni članek
                        
                            Oznake:
                            žagan les;mehanske lastnosti;trdnost;smreka;jelka;
                        
                            
                        
                            
                                Leto:
                                2010
                            
                            
                                Vir:
                                dLib.si Digitalna knjižnica Slovenije
                        
                     
                
                    
                        
                        
                        
                            Izvirni znanstveni članek
                        
                            Oznake:
                            lepljene palice;križno lepljen les (CLT);natezni preiskus;sidrna dolžina palice;usmerjenost palice glede na vlakna;porušni mehanizmi v CLT;glued-in rods;cross laminated timber (CLT);pull-pull experiment;glued-in length;rod-to-grain angle;failure mechanisms in CLT;
                        
                            This paper presents results from an experimental assessment of glued-in rods in cross laminated timber (CLT). For the purposes of the study more than 60 pull-pull tests were performed, where the specimens varied in terms of bonded-in length (from 80 to 400 mm), rod diameter (16-24 mm) and rod-to-gra ...
                        
                            
                                Leto:
                                2018
                            
                            
                                Vir:
                                Zavod za gradbeništvo Slovenije (ZAG)
                        
                     
                
                    
                        
                        
                        
                            Izvirni znanstveni članek
                        
                            Oznake:
                            leseni okvirni stenski paneli;cementno-iverna plošča;ciklični strižni preskus;nosilnost sponke v eni strižni ravnini;
                        
                            V članku so predstavljeni rezultati eksperimentalnih preiskav študije obnašanja lesenih okvirnih stenskih panelov s cementno-ivernimi obložnimi ploščami pri horizontalnih obremenitvah. Posebnost predstavljene preiskave je uporaba cementno-ivernih plošč pri proizvodnji okvirnih stenskih panelov, saj  ...
                        
                            
                                Leto:
                                2020
                            
                            
                                Vir:
                                Zavod za gradbeništvo Slovenije (ZAG)
                        
                     
                
                    
                        
                        
                        
                            Izvirni znanstveni članek
                        
                            Oznake:
                            krizno lepljen les;CLT;nosilec;strižni testi;strižna nosilnost;metode projektiranja;cross laminated timber;beam;shear testing;shear capacity;design methods;
                        
                            Experimental tests of Cross Laminated Timber (CLT) under in-plane beam loading conditions are presented. The influence of the element layup, the individual lamination width, and the beam overhang at the supports on the shear force capacity was investigated. All the CLT beams had the same gross cross ...
                        
                            
                                Leto:
                                2024
                            
                            
                                Vir:
                                Zavod za gradbeništvo Slovenije (ZAG)
                        
                     
                
                    
                        
                        
                        
                            Diplomsko delo
                        
                            Oznake:
                            gradbeništvo;diplomska dela;UNI;nedestruktivne metode;konstrukcijski les;razvrščanje;trdnostni razred;slv;
                        
                            Razvrščanje konstrukcijskega lesa v različne kombinacije trdnostnih razredov
                        
                            
                                Leto:
                                2012
                            
                            
                                Vir:
                                Fakulteta za gradbeništvo in geodezijo (UL FGG)
                        
                     
                
                    
                        
                        
                        
                            Izvirni znanstveni članek
                        
                            Oznake:
                            križno lepljen les;spoji s paličastimi veznimi sredstvi;krhke porušitve;eksperimentalni preskusi;vijaki;odprti dostop;cross-laminated timber;dowel type fasteners;connections;brittle failure;experimental investigations;self tapping screws;open access;
                        
                            The performance of structural timber connections is of utmost importance since they control the global response of the building. A ductile failure mechanism on the global scale is desirable, especially in the design of structures in seismic areas, where dissipative components in which ductile failur ...
                        
                            
                                Leto:
                                2022
                            
                            
                                Vir:
                                Zavod za gradbeništvo Slovenije (ZAG)