Results 81 to 90 of about 8,268 (215)
In-plane and out-of plane experimental characterization of rc masonry infilled frames [PDF]
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
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]
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]
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]
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
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
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
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]
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]
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

