Detail publikačního výsledku

Aditional reinforcement in the masonry of historical buildings

ŠTĚPÁNEK, P., CZEMPIEL, J.

Originální název

Aditional reinforcement in the masonry of historical buildings

Anglický název

Aditional reinforcement in the masonry of historical buildings

Druh

Stať ve sborníku v databázi WoS či Scopus

Originální abstrakt

The contribution considers the effects of adding reinforcement to existing masonry structures using stainless steel non-prestressed reinforcement. The mechanisms of failure (and the way of achieving the load bearing capacity) in masonry structures with additional reinforcement are described when the structure is loaded with an eccentric force or with a bending moment. The results of the experiments carried out on two groups of beams subject to bending loads are presented. Based upon the experiments, a theoretical model for describing the behaviour of reinforced masonry beams has been developed taking into account the build up of flexural stress to the point of failure. After appropriate testing has been completed the coefficient of reliability can be determined for an analysis using ultimate state principles and, after further practical verification, theory can be applied to the design of additional reinforcement to existing masonry structures.

Anglický abstrakt

The contribution considers the effects of adding reinforcement to existing masonry structures using stainless steel non-prestressed reinforcement. The mechanisms of failure (and the way of achieving the load bearing capacity) in masonry structures with additional reinforcement are described when the structure is loaded with an eccentric force or with a bending moment. The results of the experiments carried out on two groups of beams subject to bending loads are presented. Based upon the experiments, a theoretical model for describing the behaviour of reinforced masonry beams has been developed taking into account the build up of flexural stress to the point of failure. After appropriate testing has been completed the coefficient of reliability can be determined for an analysis using ultimate state principles and, after further practical verification, theory can be applied to the design of additional reinforcement to existing masonry structures.

Klíčová slova v angličtině

adding reinforcement, masonry structures, stainless steel, non-prestressed reinforcement.

Autoři

ŠTĚPÁNEK, P., CZEMPIEL, J.

Vydáno

01.11.2001

Místo

Gumares. Portugal

Kniha

Structural analysis of historical constructions

Strany od

121

Strany počet

8

BibTex

@inproceedings{BUT6222,
  author="Petr {Štěpánek} and Jan {Czempiel}",
  title="Aditional reinforcement in the masonry of historical buildings",
  booktitle="Structural analysis of historical constructions",
  year="2001",
  pages="8",
  address="Gumares. Portugal"
}