Zobrazeno 1 - 10
of 14
pro vyhledávání: '"Lee Scott Cunningham"'
Publikováno v:
Pringgana, G, Cunningham, L & Rogers, B D 2023, ' Mitigating tsunami effects on buildings via novel use of discrete onshore protection systems ', Coastal Engineering Journal, vol. 65, no. 1, pp. 149-173 . https://doi.org/10.1080/21664250.2023.2170690
This study investigates the effectiveness of a new discrete V-shaped coastal barrier (V-wall) to reduce multiple tsunami-bore impacts on a group of idealized coastal structures. The performance comparison has been made between a baseline model (BM),
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::dc78dd2471a7784a1c60daef522a57c4
https://research.manchester.ac.uk/en/publications/03b7ae7b-570f-4b2c-a18c-5049c8fb7ffa
https://research.manchester.ac.uk/en/publications/03b7ae7b-570f-4b2c-a18c-5049c8fb7ffa
Publikováno v:
Journal of Marine Science and Engineering; Volume 10; Issue 7; Pages: 911
Majtan, E, Cunningham, L & Rogers, B D 2022, ' Experimental and Numerical Investigation of Floating Large Woody Debris Impact on a Masonry Arch Bridge ', Journal of Marine Science and Engineering, vol. 10, no. 7, pp. 1-21 . https://doi.org/10.3390/jmse10070911
Majtan, E, Cunningham, L & Rogers, B D 2022, ' Experimental and Numerical Investigation of Floating Large Woody Debris Impact on a Masonry Arch Bridge ', Journal of Marine Science and Engineering, vol. 10, no. 7, pp. 1-21 . https://doi.org/10.3390/jmse10070911
Masonry arch bridges form an essential part of existing transport infrastructure around the world, including mainland Europe and the northeastern US. Recent extreme flood events highlight that masonry arch bridges spanning watercourses are vulnerable
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::433ca6530e1d49ad27772a3624dc0297
Publikováno v:
Majtan, E, Cunningham, L & Rogers, B D 2022, INVESTIGATION OF FLOOD FORCES ON MASONRY ARCH BRIDGES USING SPH . in M Forde (ed.), Proceedings of the 18th European Bridge Conference, 2022 . Edinburgh, pp. 1-11, 18th European Bridge Conference, United Kingdom, 22/06/22 .
Lee Scott Cunningham
Lee Scott Cunningham
Masonry arch bridges constitute a substantial proportion of the existing bridge stock in the UK and elsewhere. Although this durable bridge form often demonstrates good structural performance under normal service loading, bridges spanning watercourse
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::467e2ac01592c2e8be785b09174bf662
https://pure.manchester.ac.uk/ws/files/221115019/Majtan_et_al_Eurobridge_2022_25Jun22.pdf
https://pure.manchester.ac.uk/ws/files/221115019/Majtan_et_al_Eurobridge_2022_25Jun22.pdf
Publikováno v:
Albostami, A, Wu, Z & Cunningham, L 2022, ' New formulation of the state space approach for asymmetrically supported laminated composite plates ', Mechanics of Advanced Materials and Structures . https://doi.org/10.1080/15376494.2022.2053907
The 3D state space approach (SSA) allows accurate description of composite plate behavior, regardless of plate thickness. A new formulation of the SSA is proposed here for the hitherto unexplored case of an asymmetrically supported plate. This soluti
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::d244ec7d34e1b29da1a4433bacf5b7e3
https://doi.org/10.1080/15376494.2022.2053907
https://doi.org/10.1080/15376494.2022.2053907
Publikováno v:
Shaheen, M, Foster, A, Cunningham, L & Afshan, S 2020, ' Behaviour of stainless and high strength steel bolt assemblies at elevated temperatures-a review ', Fire Safety Journal .
University of Manchester-PURE
University of Manchester-PURE
This study documents important aspects of bolt assembly performance in structural steel connections at elevated temperatures that have not been the subject of detailed investigation to date. The codified strength reduction factors listed in the Euro
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::23518c3a7e131a8c6459bbf1ac763c66
https://pure.manchester.ac.uk/ws/files/160748725/Shaheen_et_al_FSJ_Author_Accepted_Manuscript_9Mar20.pdf
https://pure.manchester.ac.uk/ws/files/160748725/Shaheen_et_al_FSJ_Author_Accepted_Manuscript_9Mar20.pdf
Publikováno v:
Journal of Building Engineering. 47:103914
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_________::33c4da74407d96f049a0df734a66dbee
https://doi.org/10.1016/j.jobe.2021.103914
https://doi.org/10.1016/j.jobe.2021.103914
Publikováno v:
O'Dowd, B, Cunningham, L S & Nedwell, P 2016, ' Briefing : Experimental and theoretical bending stiffness of cross-laminated timber panels ', Institution of Civil Engineers. Proceedings. Construction Materials, vol. 169, no. 6, pp. 277-281 . https://doi.org/10.1680/jcoma.15.00063
Cross-laminated timber (CLT) is an engineered timber product comprising boards of strength-graded timber glued together in laminae to form large plane sections. CLT sections are used to create structural elements including walls, floors and roofs. Th
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=doi_dedup___::f4f46362c088085cc040be4764b71177
https://doi.org/10.1680/jcoma.15.00063
https://doi.org/10.1680/jcoma.15.00063
Publikováno v:
Abdulla, K, Cunningham, L & Gillie, M 2018, ' Non-linear FE modelling of plain and CFRP strengthened masonry panels under out-of-plane loads ', Masonry International, vol. 30, no. 3, pp. 61 .
University of Manchester-PURE
University of Manchester-PURE
In this study, finite element FE analysis is conducted to investigate the non-linear behaviour of masonry panels subjected to out of plane loading and to assess the improvement in structural behaviour of Carbon Fibre Reinforced Polymer (CFRP) strengt
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::d45b259037b045521506c7c2f09a1332
https://www.masonry.org.uk/publications/masonry-international-magazine/
https://www.masonry.org.uk/publications/masonry-international-magazine/
Publikováno v:
Suwondo, R, Cunningham, L, Gillie, M & Bailey, C 2018, 3D-modelling of a Composite Steel Frame Building subject to Post-Earthquake Fire . in A Guardado (ed.), Proceedings of the 2018 MACE PGR Conference, Manchester, UK . University of Manchester, Manchester, pp. 2-4 .
University of Manchester-PURE
University of Manchester-PURE
— In composite steel frame buildings, tensile membraneaction can significantly improve the fire resistance of compositeslabs. The development of tensile membrane action relies on vertical support along the perimeter of slab panels provided by prote
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::cdcb9d7286e55644918693a220f74a47
http://www.mub.eps.manchester.ac.uk/mace-pgr-conference/
http://www.mub.eps.manchester.ac.uk/mace-pgr-conference/
Publikováno v:
Abdulla, K, Cunningham, L & Gillie, M 2017, Non-linear simulation of masonry behaviour under cyclic loads . in Proceedings of the 2017 MACE PGR Conference ., 1.3, University of Manchester, Manchester, pp. 20-22, 2017 MACE PGR Conference, Manchester, United Kingdom, 3/04/17 .
University of Manchester-PURE
University of Manchester-PURE
Masonry structures are widespread around the world due to their relative low cost, availability of raw materials and ease of construction. The prediction of structural masonry behaviour is complex, especially under extreme loading conditions such as
Externí odkaz:
https://explore.openaire.eu/search/publication?articleId=dedup_wf_001::e41dd4ff30b08113c7f4ae4bc7cb8492
https://pure.manchester.ac.uk/ws/files/58623689/Kurdo_MACE_PGR_CONFERENCE_PAPER_19Mar17.pdf
https://pure.manchester.ac.uk/ws/files/58623689/Kurdo_MACE_PGR_CONFERENCE_PAPER_19Mar17.pdf