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https://doi.org/10.14256/JCE.2464.2018

Analysis of prefabricated steel dome nodal connection behaviour

Davor Skejić ; Sveučilište u Zagrebu, Građevinski fakultet
Anamarija Alagušić ; Intrados projekt d.o.o.
Gabrijela Hrg ; Institut IGH d.d.
Marija Lokin ; Struktura-Projekt d.o.o.
Domagoj Damjanović ; Sveučilište u Zagrebu, Građevinski fakultet

Puni tekst: engleski, pdf (871 KB) str. 85-93 preuzimanja: 178* citiraj
APA 6th Edition
Skejić, D., Alagušić, A., Hrg, G., Lokin, M. i Damjanović, D. (2019). Analysis of prefabricated steel dome nodal connection behaviour. Građevinar, 71 (02.), 85-93. https://doi.org/10.14256/JCE.2464.2018
MLA 8th Edition
Skejić, Davor, et al. "Analysis of prefabricated steel dome nodal connection behaviour." Građevinar, vol. 71, br. 02., 2019, str. 85-93. https://doi.org/10.14256/JCE.2464.2018. Citirano 01.08.2021.
Chicago 17th Edition
Skejić, Davor, Anamarija Alagušić, Gabrijela Hrg, Marija Lokin i Domagoj Damjanović. "Analysis of prefabricated steel dome nodal connection behaviour." Građevinar 71, br. 02. (2019): 85-93. https://doi.org/10.14256/JCE.2464.2018
Harvard
Skejić, D., et al. (2019). 'Analysis of prefabricated steel dome nodal connection behaviour', Građevinar, 71(02.), str. 85-93. https://doi.org/10.14256/JCE.2464.2018
Vancouver
Skejić D, Alagušić A, Hrg G, Lokin M, Damjanović D. Analysis of prefabricated steel dome nodal connection behaviour. Građevinar [Internet]. 2019 [pristupljeno 01.08.2021.];71(02.):85-93. https://doi.org/10.14256/JCE.2464.2018
IEEE
D. Skejić, A. Alagušić, G. Hrg, M. Lokin i D. Damjanović, "Analysis of prefabricated steel dome nodal connection behaviour", Građevinar, vol.71, br. 02., str. 85-93, 2019. [Online]. https://doi.org/10.14256/JCE.2464.2018
Puni tekst: hrvatski, pdf (1 MB) str. 85-93 preuzimanja: 310* citiraj
APA 6th Edition
Skejić, D., Alagušić, A., Hrg, G., Lokin, M. i Damjanović, D. (2019). Analiza ponašanja čvornog spoja montažne čelične kupole. Građevinar, 71 (02.), 85-93. https://doi.org/10.14256/JCE.2464.2018
MLA 8th Edition
Skejić, Davor, et al. "Analiza ponašanja čvornog spoja montažne čelične kupole." Građevinar, vol. 71, br. 02., 2019, str. 85-93. https://doi.org/10.14256/JCE.2464.2018. Citirano 01.08.2021.
Chicago 17th Edition
Skejić, Davor, Anamarija Alagušić, Gabrijela Hrg, Marija Lokin i Domagoj Damjanović. "Analiza ponašanja čvornog spoja montažne čelične kupole." Građevinar 71, br. 02. (2019): 85-93. https://doi.org/10.14256/JCE.2464.2018
Harvard
Skejić, D., et al. (2019). 'Analiza ponašanja čvornog spoja montažne čelične kupole', Građevinar, 71(02.), str. 85-93. https://doi.org/10.14256/JCE.2464.2018
Vancouver
Skejić D, Alagušić A, Hrg G, Lokin M, Damjanović D. Analiza ponašanja čvornog spoja montažne čelične kupole. Građevinar [Internet]. 2019 [pristupljeno 01.08.2021.];71(02.):85-93. https://doi.org/10.14256/JCE.2464.2018
IEEE
D. Skejić, A. Alagušić, G. Hrg, M. Lokin i D. Damjanović, "Analiza ponašanja čvornog spoja montažne čelične kupole", Građevinar, vol.71, br. 02., str. 85-93, 2019. [Online]. https://doi.org/10.14256/JCE.2464.2018

Sažetak
The behaviour of a steel geodesic dome node, optimised from the aspect of its assembly, is characterized in the paper. It is an overlap connection with one bolt, where tubular members are flattened and additionally bent to obtain the required dome configuration. Results obtained by means of original laboratory testing and numerical analyses are compared with analytic values determined via simplified expressions for calculation of cross sectional resistance, i.e. govern failure mode. A structural solution is recommended in order to improve this dome connection behaviour and optimise the structure as a whole.

Ključne riječi
geodesic dome; steel; bolted nodal connection; laboratory testing; numerical analysis; optimisation

Hrčak ID: 217888

URI
https://hrcak.srce.hr/217888

[hrvatski]

Posjeta: 735 *