Práce je zaměřena na návrh šroubovaného styčníku ocelových konstrukcí čelní deskou se čtyřmi šrouby v řadě. V první části je shrnuta problematika výpočtu. V práci je při namáhání prostým ohybem validována metoda komponent a metoda konečných prvků s komponentami na experimentech kolegů z Ain Shams University v Káhiře, kterými byla data laskavě poskytnuta. Návrhový model je verifikován analytickým výpočtem. Dále je studována citlivost na tloušťku čelní desky a velikosti šroubů. V závěru je připraven ověřovací příklad.The work is focused on design of end plate bolted connection with four bolts in row. The first part summarizes the design procedures. In the thesis is for the design of this joint loaded by bending moment validated the component ...
This article deals with the problem of determining the resistance of end-plate connections. A nonlin...
The paper analyses the load-carrying capacity of a bolted overlapping connection between a floor bea...
peer reviewedEurocode 3 Part 1-8 provides detailed application rules for the design of bolted end-pl...
The research presented in this thesis deals with the behaviour of steel bolted endplate connections....
The paper deals with experimental study of the stresses at the bolted end-plate moment connection. T...
Rotation capacity is one of the joint parameters needed to be taken into account of the real joint b...
The paper deals with experimental study of the stresses at the bolted end-plate moment connection. T...
Rotation capacity is one of the joint parameters needed to be taken into account of the real joint b...
Rotation capacity is one of the joint parameters needed to be taken into account of the real joint b...
The paper deals with experimental study of the stresses at the bolted end-plate moment connection. T...
Connections made by use of wide end plates, i.e., by means of four bolts in one row are widely used ...
V dnešní době nízkoenergetických budov a vysokých požadavků tepelně-technických norem stále existuje...
Eurocode 3 Part 1-8 provides detailed application rules for the design of bolted end-plate connectio...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2003Thesis (M.Sc.) -- ...
This article deals with the problem of determining the resistance of end-plate connections. A nonlin...
This article deals with the problem of determining the resistance of end-plate connections. A nonlin...
The paper analyses the load-carrying capacity of a bolted overlapping connection between a floor bea...
peer reviewedEurocode 3 Part 1-8 provides detailed application rules for the design of bolted end-pl...
The research presented in this thesis deals with the behaviour of steel bolted endplate connections....
The paper deals with experimental study of the stresses at the bolted end-plate moment connection. T...
Rotation capacity is one of the joint parameters needed to be taken into account of the real joint b...
The paper deals with experimental study of the stresses at the bolted end-plate moment connection. T...
Rotation capacity is one of the joint parameters needed to be taken into account of the real joint b...
Rotation capacity is one of the joint parameters needed to be taken into account of the real joint b...
The paper deals with experimental study of the stresses at the bolted end-plate moment connection. T...
Connections made by use of wide end plates, i.e., by means of four bolts in one row are widely used ...
V dnešní době nízkoenergetických budov a vysokých požadavků tepelně-technických norem stále existuje...
Eurocode 3 Part 1-8 provides detailed application rules for the design of bolted end-plate connectio...
Tez (Yüksek Lisans) -- İstanbul Teknik Üniversitesi, Fen Bilimleri Enstitüsü, 2003Thesis (M.Sc.) -- ...
This article deals with the problem of determining the resistance of end-plate connections. A nonlin...
This article deals with the problem of determining the resistance of end-plate connections. A nonlin...
The paper analyses the load-carrying capacity of a bolted overlapping connection between a floor bea...
peer reviewedEurocode 3 Part 1-8 provides detailed application rules for the design of bolted end-pl...