Results 31 to 40 of about 5,748 (246)

Towards the “ultimate earthquake-proof” building: Development of an integrated low-damage system [PDF]

open access: yes, 2015
The 2010–2011 Canterbury earthquake sequence has highlighted the severe mismatch between societal expectations over the reality of seismic performance of modern buildings.
A Baird   +34 more
core   +1 more source

Experimental and Analytical Study of Masonry Infill Reinforced Concrete Frames Retrofitted with Steel Braces [PDF]

open access: yes, 2004
In the present work a seismic retrofitting technique is proposed for masonry infilled reinforced concrete frames based on the replacement of infill panels by K-bracing with vertical shear link.
Alarcón Álvarez, Enrique   +2 more
core   +2 more sources

Pengaruh Dinding Bata dengan Bukaan (Lobang) terhadap Ketahanan Lateral Struktur Rangka Beton Bertulang

open access: yesJurnal Teknik Sipil, 2017
This paper presents the series of experimental tests of reinforced-concrete (R/C) frame structures infilled with solid brick wall and opening brick walls to evaluate contributions of brick infills with openings to lateral strength of RC frames.
Maidiawati   +2 more
doaj   +1 more source

Influence of openings, with and without confinement, on cyclic response of infilled R-C frames: an experimental study [PDF]

open access: yes, 2013
This article presents the experimental results of a study on reinforced-concrete frames infilled with masonry with openings. The frames were designed according to current European codes. They were built in a scale 1:2.5 and infilled with masonry walls.
Penava, Davorin, Sigmund, Vladimir
core   +3 more sources

Masonry infilled frames – contemporary structural concepts

open access: yes, 2021
Infilled frames were the focus of numerous experimental tests which have been executed to investigate the seismic behaviour of these systems, but the task remains challenging due to significantly pronounced nonlinear structural behaviour. The infill inevitably changes the “common” and well-known structural behaviour of bare steel and RC frames into a ...
Radić, Ivan   +3 more
openaire   +3 more sources

Effects of Single and Multi Openings in Brick Infills on the Seismic Response of Infilled RC Frames

open access: yesMATEC Web of Conferences, 2018
Many researchers have performed a lot of studies of the seismic behavior reinforced concrete (RC) frame with masonry infill. They found that masonry infill affects the lateral strength, stiffness and ductility performance of the RC frame structures ...
Maidiawati   +3 more
doaj   +1 more source

Cyclic behavior of braced concrete frames: Experimental investigation and numerical simulation

open access: yesHBRC Journal, 2017
RC shear walls have been widely used as the main lateral-load resisting system in medium and high-rise buildings because of their inherent large lateral stiffness and load resistance.
Hadad S. Hadad   +2 more
doaj   +1 more source

Deployable 3D‐Printed Vascular Stent with Surface‐Catalysed Endogenous Nitric Oxide Generation

open access: yesAdvanced Materials, EarlyView.
A deployable 3D‐printed vascular stent was fabricated with surface‐catalyzed endogenous nitric oxide generation, representing a promising new direction for stent development. The stent can be remotely controlled by magnetic force in its compressed state and fully deployed at the target site using an untethered heat source, potentially eliminating the ...
Kun Zhou   +8 more
wiley   +1 more source

Finite Element Micro-Modeling of Infilled Frames

open access: yesElectronic Journal of Structural Engineering, 2008
In this paper, a realistic criterion is proposed to describe the frame-infill separation, in order to better simulate the complicated behavior of infilled frames under lateral loads.
P.G. Asteris
doaj   +1 more source

Seismic Evaluation of Advanced Reinforced Concrete Structures

open access: yesAdvances in Materials Science and Engineering, 2022
Many reinforced concrete frame buildings were developed and constructed in Coimbatore zone III before 2002. In 2002, the seismic code IS 1893 was updated. As a result, structures constructed earlier in 2002 do not meet the codal criterion.
Vijayakumar Arumugam   +3 more
doaj   +1 more source

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