Results 141 to 150 of about 5,692 (235)

Investigations of elastic vibration periods of reinforced concrete moment-resisting frame systems with various infill walls [PDF]

open access: yes, 2017
Akhoundi   +42 more
core   +1 more source

Modelo numérico não-linear para painéis de alvenaria de enchimento em pórticos de betão armado [PDF]

open access: yes, 2005
É comum considerar que as paredes de alvenaria de enchimento em de edifícios têm uma contribuição favorável para as acções horizontais, e assim o seu efeito é desprezado no cálculo estrutural.
Costa, A., Rodrigues, H., Varum, H.
core   +1 more source

Comparison of cyclic response of reinforced concrete infilled frames with experimental results [PDF]

open access: yes, 2008
This paper intends to estimate the numerical cyclic response of RC frames with and without masonry infill through a simplified nonlinear analysis using a commercial FEM package.
Barros, Rui   +2 more
core  

Statical Analysis of Infilled Frames

open access: yes, 2001
It is known that infill walls considerably change the behaviour of frames under horizontal loads. However, on this subject, there is not enough knowledge and experience accumulations compared with some other subjects in structural analysis. In order to contribute to the behaviour of infilled frames, a series of experiments were carried out under ...
Karaduman, A.   +2 more
openaire   +1 more source

Vulnerability assessment and strengthening of R.C. buildings non-seismically designed [PDF]

open access: yes, 2008
The seismic vulnerability associated with existing buildings, constructed until the late 1970’s, in urban areas in most southern European countries, with moderate to high seismic risk, is of extreme importance.
Varum, H.
core  

Investigation Of Effect Of Infill Walls With Brick In Buildings [PDF]

open access: yes, 2013
Infill walls are widely used as partitions worldwide. Field evidence has shown that continuous infill walls can help reduce the vulnerability of a reinforced concrete structure.
Hacer Bilir, Ismail H. Cagatay
core  

NON-LINEAR ANALYSIS OF INFILLED FRAMES

open access: yesInternational Journal of Research in Engineering and Technology, 2013
Unreinforced masonry in fills has long been known t o affect the strength and stiffness of frame. Under the action of a lateral load the principal compressive diagonal acts as a strut or b racing and increases the initial lateral stiffness of the framed structure.
openaire   +1 more source

Home - About - Disclaimer - Privacy