Project detail

STRENGTHENING OF STRUCTURES SUBJECTED TO SEISMIC LOAD STRENGTHENING OF STRUCTURES SUBJECTED TO SEISMIC LOAD

Duration: 01.01.2013 — 31.12.2013

Funding resources

Brno University of Technology - Vnitřní projekty VUT

- whole funder (2013-01-01 - 2014-12-31)

On the project

Aim of the project is to verify the method of strengthening of circular concrete columns by FRP subjected to dynamic loading. This method has different effect depending on whether the strengthening measure is carried out on a structure in a seismic zone or on conventional structures. In general, the objective of strengthening is to increase the load bearing capacity of column where static loading is dominant(conventional structures)and ductility of columns where dynamic loading is dominant(seismic zone). Current knowledge and approaches related to this method are not appropriate and accurately

Mark

FAST-J-13-2111

Default language

Czech

People responsible

Štěpánek Petr, prof. RNDr. Ing., CSc., dr. h. c. - fellow researcher
Mansour Mohamad, Ing., Ph.D. - principal person responsible

Units

Institute of Concrete and Masonry Structures
- (2013-01-01 - 2013-12-31)
Faculty of Civil Engineering
- (2013-01-01 - 2013-12-31)

Results

ŠTĚPÁNEK, P.; KOSTIHA, V.; GIRGLE, F.; MANSOUR, M.; LANÍKOVÁ, I. Vliv zesílení sloupů ovinutím kompozitní tkaninou na jejich únosnost. In 8. seminár Sanácia betónových konštrukcií. 1. Bratislava: Jaga, 2013. s. 137-142. ISBN: 978-80-8076-109-7.
Detail

Responsibility: Mansour Mohamad, Ing., Ph.D.