Zobrazeno 1 - 10
of 93
pro vyhledávání: '"Matthew J. DeJong"'
Publikováno v:
Sensors, Vol 22, Iss 24, p 9966 (2022)
Understanding the strain transfer mechanism is required to interpret strain sensing results for fiber optic cables. The strain transfer mechanism for fiber optic cables embedded in cementitious materials has yet to be thoroughly investigated experime
Externí odkaz:
https://doaj.org/article/1ac68eaad6b249758c4f75f140a7080f
Publikováno v:
Sensors, Vol 22, Iss 10, p 3957 (2022)
Distributed fiber-optic sensing (DFOS) technologies have been used for decades to detect damage in infrastructure. One recent DFOS technology, Optical Frequency Domain Reflectometry (OFDR), has attracted attention from the structural engineering comm
Externí odkaz:
https://doaj.org/article/336bc028b6e9483c8cb3c5451a1b819d
Publikováno v:
Remote Sensing, Vol 10, Iss 2, p 287 (2018)
Spaceborne multi-temporal interferometric synthetic aperture radar (MT-InSAR) is a monitoring technique capable of extracting line of sight (LOS) cumulative surface displacement measurements with millimeter accuracy. Several improvements in the techn
Externí odkaz:
https://doaj.org/article/d30512a1883e43baa43af1bd2a1a7229
Publikováno v:
Structures. 50:1447-1460
Publikováno v:
Earthquake Engineering & Structural Dynamics. 52:828-838
Publikováno v:
International Journal of Architectural Heritage, 17 (1)
International Journal of Architectural Heritage, 17(1)
International Journal of Architectural Heritage, 17(1)
Failure of tall slender masonry structures during earthquakes often involves partial collapse of the structure well-above ground level. Consequently, the elastic response of the structure needs to be considered, which often requires modal analysis us
Publikováno v:
Earthquake Engineering & Structural Dynamics.
Publikováno v:
Géotechnique. 72:200-215
Heritage masonry structures require detailed monitoring during nearby underground construction, to address the concerns of building owners and mitigate uncertainties relating to the soil–structure system. This paper discusses innovative displacemen
Discussion: Effect of soil models on the prediction of tunnelling-induced deformations of structures
Autor:
Giorgia Giardina, Nunzio Losacco, Matthew J. DeJong, Giulia M. B. Viggiani, Robert J. Mair, J. Nick Shirlaw, Storer J. Boone
Publikováno v:
Proceedings of the Institution of Civil Engineers-Geotechnical Engineering, 176(1)
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::019fcd58fceacef2b760a080fd1a7b3e
http://resolver.tudelft.nl/uuid:1a59b4a5-4ace-4843-983d-695eb7fb1d73
http://resolver.tudelft.nl/uuid:1a59b4a5-4ace-4843-983d-695eb7fb1d73
Autor:
Daniele Malomo, Matthew J. DeJong
Publikováno v:
Earthquake Engineering & Structural Dynamics. 51:793-811