Zobrazeno 1 - 10
of 127
pro vyhledávání: '"Michael C. Griffith"'
Publikováno v:
Structures. 34:901-930
Failure of unreinforced masonry following the 2011 Christchurch earthquake demonstrated that many masonry strengthening solutions were inadequate for the peak ground accelerations that were experienced, and also that many of the failures were associa
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::4b2c71ea7c33bb1c6464cf6c83242b1a
https://doi.org/10.1016/j.istruc.2021.08.016
https://doi.org/10.1016/j.istruc.2021.08.016
Publikováno v:
Structures. 29:427-445
In the experimental assessment of the in-plane behaviour of unreinforced masonry (URM) walls containing openings, accurate measurement of the deformations occurring in the pier and spandrel substructures is important. Eight full-scale perforated URM
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::49bfe878032957953f03f2d0b26345e7
https://doi.org/10.1016/j.istruc.2020.11.051
https://doi.org/10.1016/j.istruc.2020.11.051
Publikováno v:
Structures. 28:1900-1914
Investigations of damage sustained following the 2010–2011 Canterbury earthquake sequence highlighted premature failure of anchorages in previously strengthened masonry. These failures suggest that a lack of understanding surrounding anchorage desi
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e818b3871ad96cab2439011095b43046
https://doi.org/10.1016/j.istruc.2020.10.023
https://doi.org/10.1016/j.istruc.2020.10.023
Publikováno v:
Bulletin of Earthquake Engineering. 18:3383-3400
A formulation is presented for simplified evaluation of the roof acceleration response for the purpose of assessing non-structural components in unreinforced masonry buildings with flexible diaphragms excluding torsional effects. The method is based
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::7fad3c4488cfd65a348fa9c781ad297b
https://doi.org/10.1007/s10518-020-00823-1
https://doi.org/10.1007/s10518-020-00823-1
Publikováno v:
Journal of Earthquake Engineering. 26:1347-1366
The suitability of ‘design’ height amplification factors (HAF) for the purpose of seismic assessment of existing non-structural unreinforced masonry (URM) components with known strength was evaluated through a numerical study. Four building typol
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cdc729ded404202f9bce3e74c8c48778
https://doi.org/10.1080/13632469.2020.1716889
https://doi.org/10.1080/13632469.2020.1716889
Publikováno v:
Earthquake Engineering & Structural Dynamics. 49:285-300
The results of an investigation of the probability of earthquake damage to nonstructural unreinforced masonry (URM) components are presented. The components include parapets, chimneys, and out-of-plane loaded facades typical of low-rise pre-1940 cons
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::70d73e47ec3e51f12385d26def5b316e
https://doi.org/10.1002/eqe.3238
https://doi.org/10.1002/eqe.3238
Publikováno v:
Soil Dynamics and Earthquake Engineering. 122:16-38
In the general framework of seismic hazard analysis for quantifying site amplification, knowledge of the near surface shear wave velocity profile is crucial. The non-destructive and affordable ambient vibration array technique has been shown to be a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::545f63294866fb9d809bad93ebf7d09e
https://doi.org/10.1016/j.soildyn.2019.03.036
https://doi.org/10.1016/j.soildyn.2019.03.036
Publikováno v:
Composite Structures. 214:23-33
The strength and deformability of reinforced concrete (RC) structures strengthened with externally bonded fibre-reinforced polymer (FRP) composites can be enhanced with the addition of anchorage devices. The inclusion of anchorage can also result in
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::05a88b07892e3c80479087a68386b718
https://doi.org/10.1016/j.compstruct.2019.01.100
https://doi.org/10.1016/j.compstruct.2019.01.100
Publikováno v:
Composite Structures. 212:43-57
Accurately measured strains are critical when investigating the application of Fiber Reinforced Polymer (FRP) materials, but traditional mechanical strain measurement methods have several critical drawbacks related to the installation process and the
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::96a157012aa8d622644d6b2b236b655c
https://doi.org/10.1016/j.compstruct.2019.01.024
https://doi.org/10.1016/j.compstruct.2019.01.024
Publikováno v:
Composite Structures. 209:668-685
The use of Fiber-Reinforced Polymer (FRP) materials as Externally Bonded Reinforcement (EBR) to strengthen and/or repair existing Reinforced Concrete (RC) structures is widely documented, and various methods exist to increase the bond strength and/or
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::ffd92e4e94dba06d2d139d3228c81713
https://doi.org/10.1016/j.compstruct.2018.10.093
https://doi.org/10.1016/j.compstruct.2018.10.093