Results 131 to 140 of about 5,748 (246)

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

, 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, Braz-César, M.T., Oliveira, Daniel V.   +2 more
core  

Study on Seismic Performance of RC Frame Structures Considering the Effect of Infilled Walls

Buildings
This paper studies the impact of half-height infilled walls on the failure modes of frame columns through quasi-static tests of both frame models and half-height infilled wall frame models.
Xuetan Zhang, Yang Zhou, Xiangyu Liu, Yaoyu Zheng, Zhengxin Qi   +4 more
doaj   +1 more source

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

, 2017
Akhoundi, Ali Al-Balhawi, Amanat, Asteris, Asteris, Asteris, Asteris, Asteris, Bal, Binsheng Zhang, Carder, Clinton, Di Trapani, Doudoumis, Ellis, Fardis, Fardis, Fiore, Fiore, Gallipoli, Goel, Guler, Guéguen, Herak, Holmes, Hong, Kobayashi, Kose, Lagomarsino, Mainstone, Masi, Michel, Mikael, Oliveira, Pan, Ricci, Ricci, Saneinejad, Skafida, Stafford, Stafford Smith, The MathWorks Inc, Trifunac   +42 more
core   +1 more source

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

, 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  

Out-of-plane performance of structurally and energy retrofitted masonry walls: geopolymer versus cement-based textile-reinforced mortar combined with thermal insulation. [PDF]

Open Res Eur, 2023
Cholostiakow S, Skyrianou I, Koutas L, Papakonstantinou C.   +3 more
europepmc   +1 more source

Statical Analysis of Infilled Frames

, 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., Polat, Z., Kaltakçı, M. Y.   +2 more
openaire   +1 more source

Experimental study on strengthened masonry infill walls as structural components for enhancing the lateral load resistance of reinforced concrete frame structures

Journal of Engineering and Applied Science
Enhancing the lateral load resistance of existing reinforced concrete (RC) frame structures while preserving adequate ductility remains a persistent concern in lateral strengthening, particularly when masonry infill walls are present.
Mohammed Zayed, Moataz Mahmoud, Ali Ahmed, Ahmed Youssef   +3 more
doaj   +1 more source

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

, 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

NON-LINEAR ANALYSIS OF INFILLED FRAMES

International 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

Enhancing the In-Plane Behavior of a Hybrid Timber Frame-Mud and Stone Infill Wall Using PP Band Mesh on One Side. [PDF]

Polymers (Basel), 2022
Shen Y, Yan X, Liu H, Wu G, He W.
europepmc   +1 more source