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Authors:
Toffolon, Andrea 
Document type:
Dissertation / Thesis 
Title:
Generalised slenderness-based resistance method for the strength prediction of hollow sections 
Advisor:
Taras, Andreas , Univ.-Prof. Dr.techn. 
Referee:
Taras, Andreas , Univ.-Prof. Dr.techn.; Knobloch, Markus, Univ.-Prof. Dr.-Ing.; Spannaus, Max, Univ.-Prof. Dr.-Ing. 
Date oral examination:
09.07.2021 
Publication date:
15.11.2021 
Year:
2021 
Pages (Book):
206 
Language:
Englisch 
Subject:
Baustahl ; Hohlprofil ; Knickfestigkeit ; CAM ; Maschinelles Lernen ; Hochschulschrift 
Keywords:
local buckling; overall buckling resistance; hollow sections; GSRM; high-strength-steel; slenderness-based design; custom-shaped sections; Eurocodes; Machine learning 
Abstract:
Recent construction practice has seen a rise in the use of structural hollow sections, due to their appealing aesthetics as well as an increased awareness for the advantages in terms of strength and stiffness of this type of section. At the same time, in order to meet increasing demands for more effcient and economic construction typologies and methods, the European steel industry, and particularly the producers of structural hollow sections, are aiming for a reduction of weight through the use...    »
 
DDC notation:
721.04471 
Department:
Fakultät für Bauingenieurwesen und Umweltwissenschaften 
Institute:
BAU 4 - Institut für Konstruktiven Ingenieurbau 
Chair:
Taras, Andreas 
Open Access yes or no?:
Ja / Yes