Results 81 to 90 of about 8,268 (215)

In-plane and out-of plane experimental characterization of rc masonry infilled frames [PDF]

open access: yes, 2015
Seismic investigations of typical south European masonry infilled frames were performed by testing two reduced scale specimens: one in the in-plane direction and another in the out-ofplane direction.
Akhound, Farhad   +4 more
core  

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

open access: yesJournal 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   +3 more
doaj   +1 more source

Preliminary Results from an Experimental Assessment of a Natural Laminar Flow Design Method [PDF]

open access: yes
A 5.2% scale semispan model of the new Common Research Model with Natural Laminar Flow (CRM-NLF) was tested in the National Transonic Facility (NTF) at the NASA Langley Research Center.
Campbell, Richard L.   +6 more
core   +1 more source

Out-of-plane response of masonry infilled RC frames: effect of workmanship and opening [PDF]

open access: yes, 2016
Publicado em "Brick and block masonry: trends, innovations and challenges. ISBN 978-1-138-02999-6Out-of-plane response of typical South European masonry infilled frames was investigated by testing three reduced scale specimens to investigate the effect ...
Akhoundi, Farhad   +3 more
core   +1 more source

Performance of textile reinforced mortar as strengthening solution of masonry infill walls to seismic action [PDF]

open access: yes, 2016
A elevada vulnerabilidade sísmica das paredes de enchimento em alvenaria tem conduzido à necessidade de reforço deste tipo de paredes, utilizando técnicas convencionais ou usando materiais inovadores.
Akhoundi, Farhad   +5 more
core  

Cyclic behavior of GFRP strengthened infilled RC frames with low and normal strength concrete

open access: yesScience and Engineering of Composite Materials, 2019
This paper presents the experimental behavior of plane, non-strengthened and glass fiber reinforced polymer (GFRP) strengthened infilled reinforced concrete (RC) frames with low strength concrete (LSC) and normal strength concrete (NSC) under lateral ...
Arslan Mehmet Emin   +2 more
doaj   +1 more source

Simplified Model Study of Autoclaved Aerated Concrete Masonry Flexible Connection Infilled Frames with Basalt Fiber Grating Strips

open access: yesBuildings
Infilled walls and frames typically employ closely spaced rigid connection, which, under seismic actions, can lead to adverse effects such as amplified seismic responses, overall torsion, and the formation of weak layers in the structure.
Xin Wang, Lihong Xiong, Zhuoxin Wang
doaj   +1 more source

Modeling of interactions between RC columns and masonry infill in buildings with a column‐sway mechanism

open access: yesJapan Architectural Review, 2018
This study proposes a new analytical model to evaluate interactions between reinforced concrete (RC) columns and masonry infill. An infill is replaced by a diagonal strut and its width is defined by column/infill contact length.
Yasushi Sanada, Maidiawati
doaj   +1 more source

Evaluation of Local & Global Ductility Relationships for Low-Rise Masonry-Infilled Reinforced Concrete Frame Structures [PDF]

open access: yes, 2012
The paper presents the findings on a parametric study of the period lengthening effects of low-rise masonryinfilled reinforced concrete frame buildings using an incremental dynamic analysis (IDA).
Lee, CL, Su, KL, Tang, O
core  

Behavior of masonry infill panels in RC frames subjected to in plane and out of plane loads [PDF]

open access: yes, 2011
The building envelope in Europe is usually made of masonry walls, with enclosure and infill functions. Masonry walls have a major economical importance and contribute significantly to the building performance.
Ferreira, J. E. Dias   +3 more
core  

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