Results 271 to 280 of about 2,057,899 (328)

In-plane seismic performance of different infill wall systems in ductile reinforced concrete frames

Bulletin of Earthquake Engineering, 2023
I. O. Demirel, B. Binici, A. Yakut
semanticscholar   +1 more source

RC-frames infilled with rc infill-walls for seismic retrofitting

2021
The seismic retrofitting of existing multi-storey multi-bay reinforced concrete (RC) frame buildings by the conversion of selected bays into new RC infilled walls is the subject of this research work. The parametric study of the contribution of dowels that connect a new RC infill wall to the surrounding RC frame members was performed through nonlinear ...
openaire   +1 more source

Investigation on the seismic performance of the masonry infill wall with damping layer joint

Engineering structures, 2023
Yun Zhou, Zhang-hua Chen, Gen-Quan Zhong
semanticscholar   +1 more source

SEISMIC REHABILITATION USING INFILL WALL SYSTEMS

2006
In seismic regions throughout the world, a large inventory of reinforced concrete structures exist that lack both strength and ductility. The economic impact resulting from a loss of these structures during a seismic event is enormous. Many facilities are vital in terms of their operational benefits.
openaire   +1 more source

Strengthening of Infilled Walls with CFRP Sheets

2003
Introducing RC infills to selected bays in both directions is an effective approach for strengthening existing buildings having various deficiencies. However, if adopted for buildings in use, the building would need to be evacuated before starting the construction, which will last for several months.
Ugur Ersoy, Guney Ozcebe, Tugrul Tankut, Ugurhan Akyuz, Emrah Erduran, Ibrahim Erdem   +5 more
openaire   +1 more source

An investigation on behavior of RC frames with non-interacting infill wall

, 2021
M. Bikçe, Engin Emsen, M. M. Erdem, O. F. Bayrak   +3 more
semanticscholar   +1 more source

Innovative System for Earthquake Resistant Masonry Infill Walls

2018
Severe damages of masonry infill walls in reinforced concrete and steel frames have been observed after many earthquakes. Typically, masonry infill walls are loaded not just in-plane and out-of-plane but also simultaneously in both directions. While the damage due to the in-plane loading is caused by the increase of interstory drift, out-of-plane ...
Marinković, Marko, Butenweg, Christoph
openaire   +2 more sources

SHCC precast infill walls for seismic retrofitting

2009
Structures must resist lateral force as earthquake without collapse and significant damage to the structural members. On the seismic design, the Korean Building Code requires that the structures should obtain satisfactory design load and seismic reinforcement detail so that adequate ductile response and limiting condition for maximum displacement ...
openaire   +1 more source

Experimental Response of a Precast Infill Wall System

2003
Many reinforced concrete moment resisting frame buildings in seismic zones lack strength and ductility. A precast infill system may provide an economic advantage for the retrofit of these structures. In order to evaluate the performance of this type of system, a two-story nonductile frame was constructed and rehabilitated with a precast infill wall and
Robert J. Frosch, James O. Jirsa, Michael E. Kreger   +2 more
openaire   +1 more source

Tests on infill sheeting of Combi-Wall

1987
Civil Engineering and ...
Bouwman, L.P. (author), Munter, H.L.N. (author)   +1 more
openaire   +1 more source