"Cape Town" . "645;646" . "Computer Modeling of Semi-rigid Timber Frame Connections and Experimental Verification" . "Rotterdam" . "Millpress Science Publishers" . "978-90-5966-054-0" . . "Po\u010D\u00EDta\u010Dov\u00E9 modely sty\u010Dn\u00EDk\u016F polotuh\u00FDch r\u00E1m\u016F a experiment\u00E1ln\u00ED ov\u011B\u0159en\u00ED"@cs . . "Connectors; FEM Model; Glued in Rods; Rigidity; Stiffness; Timber"@en . . . . "2"^^ . . . "Po\u010D\u00EDta\u010Dov\u00E9 modely sty\u010Dn\u00EDk\u016F polotuh\u00FDch r\u00E1m\u016F a experiment\u00E1ln\u00ED ov\u011B\u0159en\u00ED"@cs . "Computer Modeling of Semi-rigid Timber Frame Connections and Experimental Verification"@en . "Bla\u017Eek, Jan" . . . "Va\u0161ek, Milan" . "Recent Developments in Structural Engineering, Mechanics and Computation" . "Computer Modeling of Semi-rigid Timber Frame Connections and Experimental Verification" . "P(GA103/05/0752)" . . "414656" . "Computer Modeling of Semi-rigid Timber Frame Connections and Experimental Verification"@en . . . . "2"^^ . . "Short description why the design of timber skeleton with joints including glued-in rods is given. Several types of tested joints are mentioned. The organization of experiments and specimens preparation is described. Test of semi-rigid timber frames in the scale 1:1 were done also. The finite element analysis and modeling of joints by the ANSYS program are introduced and results of analysis are compared with the experimental data. The steel joint with glued-in rods that enables in-situ assembly of the semi-rigid timber frame is the final product of the research."@en . . "RIV/68407700:21110/07:01138545!RIV08-GA0-21110___" . . "RIV/68407700:21110/07:01138545" . . "Po\u010D\u00EDta\u010Dov\u00E9 modely sty\u010Dn\u00EDk\u016F polotuh\u00FDch r\u00E1m\u016F a experiment\u00E1ln\u00ED ov\u011B\u0159en\u00ED"@cs . "2"^^ . "Short description why the design of timber skeleton with joints including glued-in rods is given. Several types of tested joints are mentioned. The organization of experiments and specimens preparation is described. Test of semi-rigid timber frames in the scale 1:1 were done also. The finite element analysis and modeling of joints by the ANSYS program are introduced and results of analysis are compared with the experimental data. The steel joint with glued-in rods that enables in-situ assembly of the semi-rigid timber frame is the final product of the research." . . "[328DC3C6CDA2]" . "2007-09-10+02:00"^^ . "21110" . . .