Zobrazeno 1 - 10
of 21
pro vyhledávání: '"DeJong, MJ"'
Allowing structures to rock during an earthquake can effectively provide base isolation at a relatively small cost. Rocking limits the base shear demand and provides self‐centering, but the rocking response depends on energy dissipation caused by i
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=od_______109::617e1a5460b394f7add6d6912911e72c
https://www.repository.cam.ac.uk/handle/1810/323959
https://www.repository.cam.ac.uk/handle/1810/323959
Skewed masonry arch bridges form an important part of the rail and road infrastructure networks in the UK, as well as other European countries. However, the precise flow of forces in these structures is not well understood, which can pose a problem w
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::bf897dc4478ee93f8e0f3326656cf7fc
Autor:
Acikgoz, S, Dejong, MJ
This paper presents a new analytical model for describing the large rocking response of an elastic multi‐mass structure resting on ideally rigid ground. Using the experimental results from a rocking steel column, the ability of the proposed analyti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::00f9d23949bd48d4996a7109abbaaf36
https://doi.org/10.1002/eqe.2735
https://doi.org/10.1002/eqe.2735
This study presents a multi-sensing monitoring system recently installed in a Victorian railway viaduct in Leeds, UK. The viaduct is in continuous use since its construction during the 19th century and suffers extensive cracking due to the combined a
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::cf1a848498650eed10affe02494108f6
Publikováno v:
International Conference on Smart Infrastructure and Construction 2019 (ICSIC).
This paper studies the long term structural behaviour of a Victorian railway viaduct under train loading and temperature variation. A multi-sensing, self-sustaining and remotely controlled data acquisition system combines fibre Bragg grating strain s
Autor:
Xu, Donghui, Ghong, H, Main, Ian, Mineter, Michael, De Bold, Robert, Forde, Mike, Gair, Cameron, Madden, Patrick, Angus, Ewan, Ho, Carlton L., DeJong, MJ, Schooling, JM, Viggiani, GMB
Publikováno v:
Xu, D, Ghong, H, Main, I, Mineter, M, De Bold, R, Forde, M, Gair, C, Madden, P, Angus, E, Ho, C L, DeJong, MJ, Schooling, JM & Viggiani, GMB 2019, Using Statistical Models and Machine Learning Techniques to Process Big Data from the Forth Road Bridge . in International Conference on Smart Infrastructure and Construction 2019 (ICSIC) . ICE Publishing, pp. 411-419, International Conference on Smart Infrastructure and Construction 2019, Cambridge, United Kingdom, 7/07/19 . https://doi.org/10.1680/icsic.64669.411
Inspired by the development of the IT industry and the need for a continuous monitoring method, Structural Health Monitoring (SHM) systems have been installed on critical infrastructure like bridges in recent years. However, data from major infrastru
Publikováno v:
Engineering Structures. 168
Despite recent advances in modelling and testing techniques, assessing the serviceability of ageing masonry rail bridges remains a significant challenge. Most assessment methods are based on ultimate strength, while reliable measurement-based assessm
Autor:
Franza, A, DeJong, MJ
This discussion considers the procedure proposed by Haji, Marshall and Tizani for the assessment of the structural stiffness of frame structures subjected to tunnelling. The discussion focuses on the potential contribution of both shear and bending f
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::8f45271ce288f52b4d380525848b5ed1
Publikováno v:
Tunnelling and Underground Space Technology. 50:465-478
Tunnelling in urban areas requires a careful estimation of the consequence of soil settlements on existing buildings. In this paper the interaction between the excavation of a tunnel in sand and surface structures is investigated. A two dimensional f
Tunnelling-induced settlement damage to pre-existing buildings is a result of bending and shear deformations, which typically occur simultaneously. However, widely accepted methods to assess building damage caused by tunnelling subsidence focus only
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::e87220e521d12477864cc208d3462c5e