prikaz prve stranice dokumenta Analiza potresne otpornosti kamenih zidanih zgrada nelinearnom statičkom metodom postupnog guranja
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master's thesis
Analiza potresne otpornosti kamenih zidanih zgrada nelinearnom statičkom metodom postupnog guranja
diplomski rad

Kordić, Nino
University of Split
Faculty of Civil Engineering, Architecture and Geodesy
Department of Theory of Structures

Cite this document

Kordić, N. (2020). Analiza potresne otpornosti kamenih zidanih zgrada nelinearnom statičkom metodom postupnog guranja : diplomski rad (Master's thesis). Retrieved from https://urn.nsk.hr/urn:nbn:hr:123:276351

Kordić, Nino. "Analiza potresne otpornosti kamenih zidanih zgrada nelinearnom statičkom metodom postupnog guranja : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2020. https://urn.nsk.hr/urn:nbn:hr:123:276351

Kordić, Nino. "Analiza potresne otpornosti kamenih zidanih zgrada nelinearnom statičkom metodom postupnog guranja : diplomski rad." Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, 2020. https://urn.nsk.hr/urn:nbn:hr:123:276351

Kordić, N. (2020). 'Analiza potresne otpornosti kamenih zidanih zgrada nelinearnom statičkom metodom postupnog guranja : diplomski rad', Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, accessed 22 May 2022, https://urn.nsk.hr/urn:nbn:hr:123:276351

Kordić N. Analiza potresne otpornosti kamenih zidanih zgrada nelinearnom statičkom metodom postupnog guranja : diplomski rad [Master's thesis]. Split: University of Split, Faculty of Civil Engineering, Architecture and Geodesy; 2020 [cited 2022 May 22] Available at: https://urn.nsk.hr/urn:nbn:hr:123:276351

N. Kordić, "Analiza potresne otpornosti kamenih zidanih zgrada nelinearnom statičkom metodom postupnog guranja : diplomski rad", Master's thesis, University of Split, Faculty of Civil Engineering, Architecture and Geodesy, Split, 2020. Available at: https://urn.nsk.hr/urn:nbn:hr:123:276351

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