Zobrazeno 1 - 6
of 6
pro vyhledávání: '"statické zajištění"'
Autor:
Brothánek, Jan
The diploma thesis deals with a structural and technical survey of the surviving cellar of the German House in Brno. The first part of the thesis is devoted to the theoretical description of the constructions, methods performed and their evaluation c
Externí odkaz:
http://www.nusl.cz/ntk/nusl-455621
Autor:
Kulla, Lukáš
The aim of this final thesis was static protection for castle in Miroslavské Knínice. It was necessary to explore several respects and find signs of violation. Next analyze and propose suitable assurance of individual parts. Separe into the stages
Externí odkaz:
http://www.nusl.cz/ntk/nusl-240358
Autor:
Majtánová, Romana Viktória
This work deals with construction material research office building with eighteen floors to the street Šumavská 35 in Brno with ground plan dimensions of about 25 x 25 m. The structure consists of a reinforced concrete substructure and floors of st
Externí odkaz:
http://www.nusl.cz/ntk/nusl-240166
Autor:
Kostka, Rostislav
Publikováno v:
Sborník příspěvků konference Expert Forensic Science Brno 2015. s. 235-241. ISBSN 978-80-214-5100-1
As a result of the excavation of Královopolský tunnel, situated under Dobrovského and Veleslavínova streets in Brno, some depressions and inclinations of existing buildings have happened. In the article we are dealing with the time flow of deform
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od______2852::f430d6427dd00e79197d408fda678f65
https://hdl.handle.net/11012/42744
https://hdl.handle.net/11012/42744
Autor:
Pospíšil, Ondřej
This master’s thesis is concerned with the static load capacity assessment of the reinforced concrete facility in the sports and recreational compound Kraví Hora in Brno, which is up to be reconstructed. The calculation results, overall assessment
Externí odkaz:
http://www.nusl.cz/ntk/nusl-227021
Autor:
Španihelová, Ivana
The thesis summarizes the methods used to test and evaluate the characteristics of vertical masonry structures and further shows the evaluation procedure according to ČSN ISO 13 822. In the second part of this work there is a practical example of br
Externí odkaz:
http://www.nusl.cz/ntk/nusl-225739